The URL can be used to link to this page

Specifications w,Aco- L5 - 32 3wwces4M... s� STARLING MADISON Sheet No.: I �� LOFQUIST INC. 5224 S. 39th STEET Job No.: 1039-17 .. ` , w_ PHOENIX, ARIZONA 85040 (602) 438-2500 Date: 12/11/2017 BY: J. Light, TABLE OF CONTENTS: Item: Paqe(s): Project Description 1 "A " I ; Project Scope 1 DFt. 2 I 231 Code References 1 r1 Pr' OF Material Design Criteria & Design Loads 2- 15 ;3!.11! Storefront Analysis 16- 83 Fastener Analysis 84- 100 Appendix Al -A6 Project Description: These calculations cover the structural design for the storefront and its attachment to the supporting structure for Tesla Washington Square Mall in Tigard, OR with fabrication drawings by National Malifront&Design, Job No.: 17-0179. The storefront is constructed from aluminum. The scope of work is outside. The components were designed to meet the 2012 IBC requirements. Project Scope: The following structural calculations pertain only to the storefront, and its attachment to the supporting structure. It is assumed that the supporting structure is adequate to safely support forces imposed by the storefront. Starling Madison Lofquist, Inc. assumes no liability beyond what is specifically shown in these calculations. Code References: International Building Code, 2012 Edition (IBC) SEI/ASCE 7-10 Minimum Design Loads for Buildings&Other Structures (ASCE), w/ Supplements 1 &2. ACI 318-11 Building Code Requirements for Structural Concrete, (ACI) ADM1-2010 Aluminum Design Manual-Aluminum Structures, 2005 Edition (ADM) AAMA 101-08 North American Fenestration Standard/Specifications for Windows, Door and Skylights (AAMA) OFFICE COPY STARLING MADISON Sheet No.: L LOFQUIST INC. 5224 S. 39th STEET Job No.: 1039-17 . r PHOENIX, ARIZONA 85040 (602) 438-2500 Date: 11/16/2017 BY: J. Light, Material Design Criteria & Design Loads: Design Loads- See the wind and seismic load determination, sheet 5: Wind Load: 120 MPH Wind Pressure: (; P\T ' Seismic Criteria per: IBC 2012 Corner Zone -33.2 PSF/24.9 PSF Risk Category II Building Interior Zone -27.0 PSF/24.9 PSF Site Class: 'D' (Assumed) Seismic Design Category: 'D' Storefront Systems: 1.Aluminum sections shall be (6061-T6) alloy temper. 2.Aluminum members are designed per the 'Aluminum Design Manual', current edition. 3. Structural silicone shall be 'Dow Corning 795'. Structural silicone shall be able to resist a maximum allowable wind load tensile stress of 20 psi and a maximum allowable dead load shear stress of 1 psi. Apply per manufacturers recommendations. STARLING MADISON Sheet No.: LOFQUIST INC. 5224 S. 39th STEET Job No.: 1039-17 PHOENIX, ARIZONA 85040 (602) 438-2500 Date: 11/16/2017 BY: J. Light, Cold Formed Steel(Metal Stud): 1. When used for curtain wall and storefront attachment shall be 16 gauge minimum. Material Design Criteria & Design Loads (Cont'd): Structural Steel: 1. Steel plates, shapes and bars shall meet the requirements of ASTM A-36 (Fy= 36 ksi, Fu = 58 ksi). 2. Square and rectangular steel tubes shall meet the requirements of ASTM A-500, Grade B, (Fy=46 ksi, Fu = 58 ksi). 3. Steel members are designed per the 'ANSI/AISC 360-05 Specification for Structural Steel Buildings'. Concrete&Masonry: 1. Slab-on-grade concrete strength is assumed to be fc= 3.0 ksi, normal weight. 2. Masonry grout strength is assumed to be fc= 2.0 ksi. Fasteners, Welds &Anchors: 1. Fasteners exposed to weather shall be stainless steel, alloy groups 1, 2, or 3 (300 Series Only, Condition CW(Fy=65 ksi, Fu = 110 ksi minimum), includes 18-8. 2. Fasteners not exposed to weather shall be carbon steel, SAE Grade 5 (Fu = 120 ksi minimum) as shown in calculations. 3. Self-drilling fasteners shall be 'Elco Textron Dril-Flex'with 'Stalgard' finish or equivalent not subject to hydrogen embrittlement. 4. Fasteners are designed per'Metal Curtain Wall Fasteners' (AAMATIR-A9-1991), 'Meta Curtain Wall Fasteners Addendum' (AAMATIR-A9-2000), NDS,ACI 318, MSJC, ASCE and AISI. 5. All welding to be in accordance with the latest AWS and AISC specifications. All welds shall be made by welders, certified according to AWS procedures. 6. Filler metal electrode for the welding of steel from the same steel group shall be E70XX Filler metal electrode for the welding of steel from two different groups shall be E70XX with a low hydrogen classification. Steel groups are defined in the latest AWS. 7. Filler metal electrode for stainless steel welding shall be E316L-XX. 8. Filler metal alloy for aluminum welding shall be ER5356, ER4043, ER4047, ER5183 or ER5556. 9. Concrete wedge anchors shall be Hilti Kwik TZ anchors having diameter and embedment as called for in calculations. Install per manufacturer's recommendations. STARLING MADISON Sheet No.: 3 LOFQUIST INC. 5224 S. 39th STEET Job No.: 1039-17 PHOENIX, ARIZONA 85040 (602) 438-2500 Date: 11/16/2017 BY: J. Light, 10. Masonry anchors shall be Powers Wedge-Bolt+or Hilti Kwik Bolt 3 anchors having diameter and embedment as called for in calculations. Install per manufacturer's recommendations. STARLING MADISON Sheet No.: 1\iL LOFQUIST INC. 5224 S. 39th STEET Job No.: 1039-17 " r PHOENIX, ARIZONA 85040 (602) 438-2500 Date: 11/16/2017 BY: J. Light, Disclaimer: 1. The structural conditions analyzed in this calculation package represents the most critical conditions found by Starling Madison Lofquist, Inc. in the shop drawings and/or other design documents. Similar conditions shown on the shop drawings and/or other design documents have been reviewed and are acceptable by comparison to the analyzed components. 2. The following calculation package represents Starling Madison Lofquist, Inc's interpretation of the design intent of the shop drawings and specifications. Starling Madison Lofquist, Inc. is not responsible for verification of dimensions, material takeoffs, installation and coordination with other building trades. If as built conditions differ from the conditions shown in this calculation package, National Mallfont&Design must bring these differences to the attention of Starling Madison Lofquist, Inc. so that the as built conditions can be structurally verified. 3. The structural engineer of record (EOR) shall verify that all surrounding structures to which framing is to be anchored are structurally sound and capable of supporting the weights and reactions of the Curtain Wall and Storefront systems under maximum design loads. Starling Madison Lofquist, Inc. JOB TITLE Tesla-Washington Square Exterior 5224 S.39th St. Phoenix,AZ JOB NO. 1039-17 SHEET NO. 602-438-2500 CALCULATED BY R.Begic, ElT DATE 11/10/17 CHECKED BY J.Light,SE DATE www.struware.com Code Search Code: ASCE 7-10 Occupancy: Occupancy Group= B Business Risk Category& Importance Factors: Risk Category= U Wind factor= 1.00 Snow factor= 1.00 Seismic factor= 1.00 Type of Construction: Fire Rating: Roof= 0.0 hr Floor= 0.0 hr Building Geometry: Roof angle (8) 0.25/12 1.2 deg Building length(L) 337.4 ft Least width (B) 111.6 ft Mean Roof Ht (h) 35.5 ft Parapet ht above grd 38.5 ft Minimum parapet ht 3.0 ft Starling Madison Lofquist, Inc. JOB TITLE Tesla-Washington Square Exterior 5224 S.39th St. Phoenix,AZ JOB NO. 1039-17 SHEET NO. 602-438-2500 CALCULATED BY R.Begic, EIT __ DATE 11/10/17 CHECKED BY J.Light, SE DATE Wind Loads : ASCE 7- 10 Ultimate Wind Speed 120 mph Nominal Wind Speed 93 mph Risk Category II Exposure Category B Enclosure Classif. Enclosed Building Internal pressure +/-0.18 Directionality (Kd) 0.85 Kh case 1 0.735 Kh case 2 0.735 Type of roof Monoslope z 1 g Speed-up Topographic Factor (Kzt) V( ) u(dowan i d) Topography Flat '„_u_'_a' Hill Height (H) 0.0 ft H< 60ft;exp B 41 H./2 Half Hill Length(Lh) 0.0 ft :. Kzt=1.0H Actual H/Lh = 0.00 MIMI H12 Use H/Lh — 0.00 ..,N . . ..- `o` Modified Lh = 0.0 ft ESCARPMENT From top of crest:x= 50.0 ft I Bldg up/down wind? downwind V(Z) Z H/Lh= 0.00 K1 = 0.000 V(z) I Speed-up x/Lh= 0.00 K2= 0.000 x(upwind) ; x(dawnwind) z/Lh= 0.00 K3= 1.000 H At Mean Roof Ht: = ^ = Lh Kzt (1+K1K2K3) 2 1.00 2D RIDGE or 3D AXISYMMETRICAL HILL Gust Effect Factor Flexible structure if natural frequency<1 Hz(T>1 second). h= 35.5 ft However,if building h/B<4 then probably rigid structure(rule of thumb). B= 111.6 ft h/B= 0.32 Rigid structure /z(0.6h)= 30.0 ft G = 0.85 Using rigid structure default i.5 ft Starling Madison Lofquist,Inc. JOB TITLE Tesla-Washington Square Exterior 5224 S.39th St. Phoenix,AZ JOB NO. 1039-17 SHEET NO. 602-438-2500 CALCULATED BY R.Begic,EIT DATE 11/10/17 CHECKED BY J.Light,SE DATE Ultimate Wind Pressures Wind Loads -Components & Cladding : h <= 60' Kh(case 1)= 0.74 h= 35.5 ft Base pressure(qh)= 23.0 psf a= 11.2 ft Minimum parapet ht= 3.0 ft GCpi= +/-0.18 Roof Angle(8)= 1.2 deg Type of roof= Monoslope Roof GCp+/-GCpi Surface Pressure(psf) User input Area 10 sf 50 sf 100 sf 10 sf 50 sf 100 sf 20 sf 50 sf Negative Zone 1 -1.18 -1.11 -1.08 -27.2 -25.6 -24.9 -26.5 -25.6 Negative Zone 2 -1.98 -1.49 -1.28 -45.6 -34.3 -29.5 -40.8 -34.3 Negative Zone 3 -1.98 -1.49 -1.28 -45.6 -34.3 -29.5 -40.8 -34.3 Positive Zone 1 0.48 0.41 0.38 16.0 16.0 16.0 16.0 16.0 Positive Zones 2&3 1.08 0.97 0.92 24.9 22.3 21.2 23.8 22.3 Overhang Zone 1&2 -1.70 -1.63 -1.60 -39.2 -37.5 -36.9 -38.5 -37.5 Overhang Zone 3 -1.70 -1.63 -1.60 -39.2 -37.5 -36.9 -38.5 -37.5 Negative zone 3=zone 2,since parapet>=3ft. Overhang pressures in the table above assume an internal pressure coefficient(Gcpi)of 0.0 Overhang soffit pressure equals adjacent wall pressure reduced by internal pressure of 4.1 psf Parapet qp= 23.6 psf Surface Pressure(psf) User input Solid Parapet Pressure 10 sf 100 sf 500 sf 40 sf CASE A=pressure towards building(pos) CASE A:Interior zone: 63.7 43.4 40.8 51.5 CASE B=pressure away from bldg(neg) Corner zone: 63.7 43.4 40.8 51.5 CASE B:Interior zone: -44.6 -37.1 -31.8 -40.0 Comer zone: -50.9 -39.7 -31.8 -44.2 Walls GCp+/-GCpi Surface Pressure(psf) User input Area 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf 50 sf 50 sf Negative Zone 4 -1.17 -1.01 -0.90 -27.0 -23.3 -20.7 -24.4 -24.4 Negative Zone 5 -1.44 -1.12 -0.90 -33.2 -25.8 -20.7 -28.1 -28.1 Positive Zone 4&5 1.08 0.92 0.81 24.9 21.2 18.7_ 22.3 22.3 Note:GCp reduced by 10%due to roof angle<=10 deg. Starling Madison Lofquist, Inc. JOB TITLE Tesla-Washington Square Exterior 5224 S.39th St. Phoenix,AZ JOB NO. 1039-17 SHEET NO:-55"--- - 602-438-2500 O:- --- 602-438-2500 CALCULATED BY R.Begic,EIT _ _ DATE_ 11/10/17 CHECKED BY J.Light,SE DATE Ultimate Wind Pressures Location of C&C Wind Pressure Zones :ri a a ,a 2a <6 III ill> 0 a[0 _) 0_-t- I 2 13 21-, „ 0 „.„ 0 1_____,_i__ I la til 0 1 C16 O 42 4 O Q 22, I 0 I a l l --I j 410” I I I 1 WALLrt- 3 f _I ' ' 2 2' � 3 Roofs w/ 0 5 10° Walls h<_60' Gable,Sawtooth and and all walls &alt design h<90' Multispan Gable 8_<7 degrees& Monoslope roofs h>60' Monoslope_<3 degrees 3°<8<-10° h 5 60'&alt design h<90' h<_60'&alt design h<90' r— I I ria 1 r I 1 a 2 Q a 4 v {J) ak, O ° _rni ii 3 ✓ 2 ^ \I I Aye 4 0 6 Monoslope roofs Multispan Gable& Hip 7° < 0 s 27° I 10°<6 s 30° Gable 7° <8 s 45° I h<-60'&alt design h<90' I 0' 0 re a Sawtooth 10°<0 5 45° r - - h S 60'&alt design h<90' // s/'CJ 0Qj4 ,I i 'iiø 0 170 Alitlfii, 40 ,Aga A WI W2 \V1 W2 W3 Stepped roofs 0<-3° h 5 60'&alt design h<90' 11/7/2017 Design Maps Detailed Report USGS Design Maps Detailed Report 2012/2015 International Building Code (45.45119°N, 122.78344°W) 9 Site Class D —"Stiff Soil", Risk Category I/II/III Section 1613.3.1 — Mapped acceleration parameters Note: Ground motion values provided below are for the direction of maximum horizontal spectral response acceleration. They have been converted from corresponding geometric mean ground motions computed by the USGS by applying factors of 1.1 (to obtain S5) and 1.3 (to obtain S1). Maps in the 2012/2015 International Building Code are provided for Site Class B. Adjustments for other Site Classes are made, as needed, in Section 1613.3.3. From Figure 1613.3.1(1)In S5 = 0.978 g From Figure 1613.3.1(2)[2I S1 = 0.425 g Section 1613.3.2 — Site class definitions The authority having jurisdiction (not the USGS), site-specific geotechnical data, and/or the default has classified the site as Site Class D, based on the site soil properties in accordance with Section 1613. 2010 ASCE-7 Standard —Table 20.3-1 SITE CLASS DEFINITIONS Site Class or Nd, s„ A. Hard Rock >5,000 ft/s N/A N/A B. Rock 2,500 to 5,000 ft/s N/A N/A C. Very dense soil and soft rock 1,200 to 2,500 ft/s >50 >2,000 psf D. Stiff Soil 600 to 1,200 ft/s 15 to 50 1,000 to 2,000 psf E. Soft clay soil <600 ft/s <15 <1,000 psf Any profile with more than 10 ft of soil having the characteristics: • Plasticity index PI> 20, • Moisture content w >_ 40%, and • Undrained shear strength s < 500 psf F. Soils requiring site response See Section 20.3.1 analysis in accordance with Section 21.1 For SI: 1ft/s = 0.3048 m/s 11b/ft2 = 0.0479 kN/m2 https://earthquake.usgs.gov/cn1/designmaps/us/report.php?template=minimal&latitude=45.451190000000054&tongitude=-122.78343999999998&sites... 1/4 11/7/2017 Design Maps Detailed Report Section 1613.3.3 - Site coefficients and adjusted maximum considered earthquake spectral response acceleration parameters f0 TABLE 1613.3.3(1) VALUES OF SITE COEFFICIENT Fa Site Class Mapped Spectral Response Acceleration at Short Period Ss < 0.25 S5 = 0.50 Ss = 0.75 Ss = 1.00 Ss > 1.25 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.2 1.2 1.1 1.0 1.0 D 1.6 1.4 1.2 1.1 1.0 E 2.5 1.7 1.2 0.9 0.9 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of S5 For Site Class = D and SS = 0.978 g, F� = 1.109 TABLE 1613.3.3(2) VALUES OF SITE COEFFICIENT F� Site Class Mapped Spectral Response Acceleration at 1-s Period S, 5. 0.10 S1 = 0.20 S1 = 0.30 S, = 0.40 S1 > 0.50 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.7 1.6 1.5 1.4 1.3 D 2.4 2.0 1.8 1.6 1.5 E 3.5 3.2 2.8 2.4 2.4 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of S, For Site Class = D and S, = 0.425 g,FY= 1.575 haps://earthquake.usgs.gov/cn1/designmaps/us/reporlphp?template=minimal&latitude=45.451190000000054&longitude=-122.78343999999998&sites... 2/4 11/7/2017 Design Maps Detailed Report Equation (16-37): Sr,s = FaSs = 1.109 x 0.978 = 1.084 g Equation (16-38): SMl = F„S1 = 1.575 x 0.425 = 0.670 g Section 1613.3.4 — Design spectral response acceleration parameters Equation (16-39): SOS = %SMS = % x 1.084 = 0.723 g Equation (16-40): Sol = % SM1 = % x 0.670 = 0.446 g https://earthquake.usgs.gov/cn 1/designmaps/us/report.php?template=minimal&latitude=45.451190000000054&longitude=-122.78343999999998&sitec... 3/4 11/7/2017 Design Maps Detailed Report Section 1613.3.5 — Determination of seismic design category 12— TABLE ZTABLE 1613.3.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD(0.2 second) RESPONSE ACCELERATION RISK CATEGORY VALUE OF Sps I or II III IV Sps < 0.167g A A A 0.1678 <_ Sps < 0.33g B B C 0.33g 5 Sps < 0.508 C C D 0.50g 5 Sos D D D For Risk Category= I and Sas=0.723 g,Seismic Design Category = D TABLE 1613.3.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION RISK CATEGORY VALUE OF Sol I or II III IV Sol < 0.067g A A A 0.067g 5 Sol < 0.1338 B B C 0.133g <_ S01 < 0.20g C C D 0.20g S SD1 D D D For Risk Category= I and Sol =0.446 g,Seismic Design Category= D Note: When S, is greater than or equal to 0.75g,the Seismic Design Category is E for buildings in Risk Categories I, II, and III, and F for those in Risk Category IV, irrespective of the above. Seismic Design Category - "the more severe design category in accordance with Table 1613.3.5(1) or 1613.3.5(2)" = D Note: See Section 1613.3.5.1 for alternative approaches to calculating Seismic Design Category. References 1. Figure 1613.3.1(1): https://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/IBC-2012- Fig1613p3p1(1).pdf 2. Figure 1613.3.1(2): https://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/IBC-2012- Fig1613p3p1(2).pdf https://earthquake.usgs.gov/cn 1/designmaps/us/report.php?template=minimal&latitude=45.451190000000054&longitude=-122.78343999999998&sitec... 4/4 STARLING MADISON Sheet No.: �� LOFQUIST INC. 5224 S. 39th STEET Job No.: 1039-17PHOENIX, ARIZONA 85040 (602) 438-2500 Date: 11/16/2017 BY: J. Light, Materials: Structural Steel: Angle struct steel ASTM A36 f36•ksi Y2 := Structural Bolts SAE Grade 5 Fnv2 48•ksi Shear Fnt2 := 90•ksi Tension Light Gauge Studs ASTM A653 Gr D fy7 := 50•ksi 14 and 16 ga ASTM A653 GrA fy8 := 33-ksi 18 and 20 ga Aluminum: Extrusions and plate 6061-T6 (Welded) Fty= Fcy= 15 ksi Gravity Loads: Cladding Loads: wri := 3.25-psf 4mm ACM + 1/2" MDF wr2 := 1.75-psf Bolts, Hardware, Lights and Light Boxes wrD mid +wr2 = 5.0 psf Aluminum Space Frame included in self weight in Risa 3D model. Lateral Loads qp := 27.0psf Interior C&C Wind Load Lgi := 144in total opening height w� := qp•Lg1 _ 2 = 162.0.plf wind load due to glass S Nit. STARLING MADISON Sheet No.: )4 LOFQUIST INC. 5224 S. 39th STEET Job No.: 1039-17 PHOENIX, ARIZONA 85040 (602) 438-2500 Date: 1 1/16/2017 BY: J. Light, Seismic Loading: SDS := 0.723 Short period seismic acceleration coefficient R := 3 Response modification coefficient for ordinary braced frames I := 1.0 Importance factor ap := 1.0 component amplification factor component response modification factor RP := 2.5 z:= 156in height in structure of point of attachment h := 156in average roof height of structure SOS Cs := r___.7) . 0.241 Apply Cs to Risa model for self weight seismic load Seismic Panel Load 0.4•ap•SOS'(wro) Fp . R = I �1 +2 h) = 1.7.psf • P Fpmax := 1.6.SpS•I•(wrD) = 5.8•psf Fpmin := 0.3•SpS'I'(wrD) = 1.1•psf Fp horiz max(Fpmin,Min(Fp,Fpmax)) = 1.7.psf Fp_vert:= 0.2•SOS'(wrD) = 0.7•psf STARLING MADISON Sheet No.: LOFQUIST INC. 5224 S. 39th STEET Job No.: 1039-17 PHOENIX, ARIZONA 85040 (602) 438-2500 Date: 11/16/2017 BY: J. Light, Seismic Loading (Cont's): Seismic Glass Above Load Hg := 77in tg := 0.5625in wg := Hg tg 156pcf = 46.9 plf weight of glass wga := wg = 46.9•plf Total Dead Load wtotal wga•25% = 11.7•plf 0.4 ap•SDS•(wtotal _2) Fp • R _ l �1 +2h) = 2.0•plf P Fpmax 1.6•SDS*I•(wtotal _2) = 6.8.plf Fpmin 0.3•SDS•I•(wtotal=2) = 1.3•plf Fp_horizl max(Fpmin,min(Fp,Fpmax)) = 2.0•plf Fp_vert 0.2•SDS•wtotal = 1.7•plf )C .®. zz MSA kGr 41100 4� If4 - SSB il �e14 rd N12 4��• 10,74C11 _; ..,<#440',11111.*?.'t .441-4 N244 \` Tri+ �• FF'�I $ N9 N246 `.,}':'..4/737 MP -tt/yZ ?; •. F. .,Z �1'i�. M180 rl` +tes,1.(;.AI �IM�»4I 01 N4 NS tC1,. �.' i; 41111°W *4414q‘g 40P t(. 44640, N6 N247 mit;. ! 4 •i , -.40...1-AN158 ," 1672 `[ 4. ;65 �i.F� • "t N157 163v �ti<jk 421110:;:/f4 1 .f1`11.. .l.\A�' N143A a•p N144> e1 N145A 4'A,N140A N1--.L7 011'' v n N245 c N250 N142A Z." v 5 S�qq N137 8 N139A 0 N251 ,`.96 135 168 16 „J.," SML Engineers R.Begic, EIT Tesla Storefront-Washington Square Mall Exterior 1039-17 1039-17 Testa Space Truss-Exter... Y I E l sArie�4Odode�❖.O•Aci ♦ yi11i • cCO� 5id dOiJ�b•0Oi•diOl♦4:�iiit a b„ • d,ieiI OOtra,kS'df1iO♦dAdt�d3dd S •i i.OJddii1P:Aid 1•idiiiitfywOed t 4�•• h�O t•AiVilOiK•' '� a�16JdOi4dJfOi' i0V *S :$3iC ♦••dK �' :•34d• . d ♦' s0♦'41'>i . rAL, pdt1 y•.: lt::d: *.4 ,dS p 41t Ro:it:;1l�d� in..OiJPca1:O'•,OvOOit :♦ 'B •♦r '� w� J♦•• Jr � iii �,dO:•JO•iiJeti �3 e•,d' ti❖k1;�i ••giS.s�OsJ0 � �ga '/•• i.i.0O`00 ii;:k%•ef? adJ �Oa?`e,• �J � }� O1f♦`dig:*♦••J i •1O�✓A/Jy � `\ •c.iO di� wl•%+dy:,•Pi�iiiOi. z� "dp:d_1.d4..z!•ti.:,,-i,, ,,,c i /A` ••I L f did .•.0..♦1.♦♦♦�44 i 3` C •y. 1.,,31. iLA❖O�dd�d40 ,, a.00. •1iO.:00, .YdO�.�d,,*g,0Ov317f.•dd•i•�t: B:•e•dO°•JJ.vi` 4* ii s'p@ieP •iitAAO � M� A�J•s dq'iiiitO4i•: 6:U ``tt'i i :•:!:jet��tyi re,s 1,e,t�ifitdt tdyA •tlO�aRtyls�a �A d.fi.y�is •�•1�♦OAi:it �i•Fd.d_��:;14iOd� 1J1•Q 40010Oi• diii� , %,-t.1....1,,,.., Al:iw�d .Vi AdJa!O1d:.• aO.• ay��an;yJ ��.❖O1d:.+::::s,. 4a.:• :s1•. _ eJ.4 f:44 id�A ��O�radJ:,A4:::.:400::$ .�yi::.�l�di�•S.�•�1i�.10 .ii❖1d1.1•:id1•i•:��yt 01dO1dOlii•��O:•i ❖1.*:::::::::14::#:,:;$i'♦O�Oddi�:•�� i•1•:i ii•i i�t ••1d•iiii4iMiI�J.• •1❖03:ii•1iiOi4 �J S!J�♦�•d1i:i 14:i ifiliii;#0 il tiiii:i:O:d dQi ii'd1♦•♦'1� �J'i`❖.� Loads:BLC 1,DL SML Engineers R.Begic, EIT Tesla Storefront-Washington Square Mall Exterior 1039-17 1039-17 Tesla Space Truss-Exter.. Y ie z x .4. 4,••••P.• k. � � 'b •:::Pd3yoO0dOOOvO0ys4:v44M6y�♦s ayb✓ � wPb d o hOP� „P .♦ 4. 4hidd`t07Pys •OP s • ♦4Pyh si0oO4*y ?sO ®f *44q:� f0✓�d •.•❖ Pk:: �y ..Og': J0` PPytio `9 P.. .:♦+. d � 0 sOd�pfyJ04 . i ,. ',` + �i � 60 a F .? •< +S . ii%.�:�pa♦�J�: ��:ri *ooPv \ a ,j •• `P .L Pi:w !v•O0AliOytig. £Oi ► G � 'PaAPJ�❖Pmo::0�dP#i.eV0.9i : N.4 ::::eAlisRso . P% OP6tNt0P:4 .yx4 � $♦Oa40 .r ✓ ♦ P •• � „ f t*• O 4♦9 eiO %e. oOP i, iP:P..40P0 •4'' h,41.—,4 0,,,+As.P+4, OaS ,v::0 0 :.;.:b�Sb .rw10` dy�o° �x ,:',,: P,i• 0Aj► :�J•%Or *yA • •0O! ♦,y i;., lit':I�POo4.44zv+-4 `, .v,i,,, ••p ✓ 4 .....♦ , p •O :�yi•Ag.4' QeP3 ;• •0i0y �'�6r _ t6ji� A00O4yb �7pv _ 4sog bloyd.�bd,�y♦.•k� �4��•:�4y�i�•�i:•:i0'4 1100:4*****W- ii►ibOOtfO••idPi•0%;.. Ligitifti"-• :4104 0100 1.7ps'• Loads:BLC 2,Ex SML Engineers R.Begic, EIT Tesla Storefront-Washington Square Mall Exterior 1039-17 1039-17 Tesla Space Truss-Exter... Ik' IkAiiiitit...e4 t�wea iOi•�PiO e�vl l°S,4•i•�soS a4 '.�mo @.S•Joa' lso,••°I .`sr 9 • do e'.i v'As' >4.`o`OOo•°`Ssi��'i/i�0♦Oi:♦4'•i°i��♦• 0.��•P. .Oo' Qi• di � e p�So e,.. ♦P �tO S O, .` •O Ss 4P s...JO� '✓o .•SOi♦J`•JO♦ •;i••,A♦.00,•.•i Ys 7♦�♦°Pi° i R�•ia' i vi-�`r u s�i I•Jl 1. ��...•a SO SOON v,�.� sk•2'Oi.S•S°�9°°O. �P°♦♦ ..J •0 4 I��el4�s'o°OliOi/i`tf i ` .,P✓`5.1<ON•°�l°♦dSi s•S• �/ "R .00:•.•'•. ° O I4P•iaS.ot..I1 s a•o,—A 41 tede o. 44 let'AfirVz-V.- l••O.00••O Sll 1•Sd, O'44.4W:'0' 0•.O: ,4-'e ' a dp t:;1 s`•i0°OiO�* . ...3.0•♦g, ,yj♦ s.0•' a0 O�♦� ��1k•J•SS•0..;0.♦�Od:t4tiieo �OOils�Oillf s0.�6�,0 �% s'i�y4•�r'O f P 'v•.••• Os•$4 �♦00 'POO.'4'1,.0.0.0, .11on...♦;•.Jl •� 9 it d♦ l•. •�a't ♦ ♦V•'*•i•.••d♦ •�Y ,.Ij •�••�,0.0....4.0.,„,,...4,w,-.0 00 P •i•'� "IAN.1 00'•di'•OO•M,, `} y l•, A0: ' 'd • 1000••,o P•4,.o•S.i Y:..�tY�••O•�i♦•Oli'..•.'i'wo•' l •'w'f'�,`;•O�t'F •i i`•Q•d• ♦...Old�-.0w.OJOi tr" S1:w..gP9,0...iv``'3.♦•P.•0 '�'a to. av:'b♦ O„S•!i/•S •. w•d', ° •Ov07.e� � ♦•OlS to.N..Y O .•O,O•O RIIi PPO ' �'`V-V eitbItetlIt...•�tt.V-.:A•d0•.s �. itl.t,0• ��4•1�..4•'j�OyO♦S.o♦O. `V'•.,� •4'�S�oP°ili°ii a':a•0••O.!'�. k-•o, ••0 �.O.�.O.�..0006yS,P : t d0J : .O V s:°`OSS\s�ki Q i s N: •i'♦•'•J•iP♦!i•i �6"6-SO♦s .♦♦.,..♦0.0.• aet,,G, ♦ •♦+.-i�3w!'ev a3��@O Ol.'•0••'O;:::::00::::::$::: ..,.''3 So;°t'it OOy.00.i•,�',OOO�giltoci fi 'Y�a•� ritt :: O••.O♦'•ll'O:*l.• 4tit O *:**.li l•4 t.:: s !••'P l��'st a J °moi°: w/ '•OiS••Sldi ; `� r:►40♦l0 i0 J,' l y 70 0 S�7 �'i.,.a .40,$:::***.. • ••,,teI; •'moo :'.1::•:(4.+:::i s` j0 V::::;•••••°'1.9 :::: ♦ �,s s0 4.00.00♦ 4.o � /."4" �P°oS••:°i OM•°� •• v�i°•Pi•iii•i's 1�°.•sO••.0• ..SOOOPOi♦ .; Qpr•.�,*900••ls•O*; P a::*•O./D•w.'(t+t.O:00. '*04:54;01V-11 •, :44.J.I�,,��.�O�•i.00 4 o 4••d%i••O'iiip �.;bf'�. �19ai°�ti+Qa•�•°�OfJ�i4dOOSv S101�jiil0'I� O*:::,:O.Oi i♦54•.+. �K-.=0°sii� *.10•:44:4..0.' ❖414,4:::*-', 4:54.0•0'- •`4,41:4:40.x:.- ;_C., •w4 fl °�ztxtt'°•. x.000!00.0� �J 0 a.:�e s ti♦'�1°o�i''O°I Os••'O X00 OBJO•.•i ••••-•,L°O"•iiaiJi+:47:.4 si;:e4;tio.p -f ol.rt '.P.'r:° i♦p�''Oi40pJO�0;y%1��.:v♦4 i° or. •sr .�••0y. s�;0.91r•,10.�0.0,O r♦J••❖O0000 BOO::::*' P I •irl0•y�Oi3rO� i 0;Jo,.y'a'�r;1,a4404 �„ti : IyS•4.l�:•`�ill;.: 4•♦`Oi•'Ofitiisohe44. Ol�4O, 0 .* • O. 0'ilAE:::.4 Loads:BLC 3,Ez SML Engineers R.Begic, EIT Tesla Storefront-Washington Square Mall Exterior 1039-17 1039-17 Tesla Space Truss-Exter... IQ ;; z x wF�tir`a:0.♦ >t e,`s�::�449x•4•: 14 Ji a r�r0�ti•i°aPi•O``Jd 4 Ey SJ.�`J4J••S,•ti..g8�.•�J•04•ys4pi`.!*% ri o�' 4`a•4 s•4•,•,44,•vrs silo-' •��'�'O'4®.`h."'.tO4' ♦•P."y0®pt♦�Of.,ay04Ji�S. :gp,ff 4, 4•' P 40 i --+t:X ti 3 e4 y.4°• Jam. rJ•••.•O i.s t♦° 4w•?a 0�Srr.4!P•♦•0440J'i• It `4 ��` rt'! 3+I• �, r s�`4'A•�'i'iC4J i'4 * *::: � fi ,eI,440. cL P7 A f�c i•`4 i�0'a'°O i'��'i°r.``•id•4i�i'!a O•�P'��J4+Oi•''S•`�•.••,Pi�i i�i�i'd4<4••aa�yii�0ii�d•'4�Ji0•O''�"a,F�•+p�j:1�•�dr0s4•i'•'a�••d � J�•aii♦♦4i i4V�•O�•i'•'i♦♦L0 `.'=�,�p�•044,••�•O.40f•��iwlt iS.i 4`4i•♦£s /lOh',ihAt"i :%4'r_XS. 4�0♦'�44�>'♦. �•.,Oi'•i0+44•e1,rrt f'.40e.* , •4 •V•♦ bJ`4�0`•:•�i•7•'♦J•`0, J�e4�4i4•�a�♦•ed�•�W`h�♦p P'••O,•n,,<�•Q,��vvvo',s4-'••Oa•'.4i a�4•J 4•i rJ.4•0.4•e'.••tii'i,`bx* '.y :1 JP♦'•'•J'••v '"s t.;. d4•'P:•4•♦.••4•:i09io'p4.4.•• r`�``�` f3i i`4'✓�O'3 �c JS!-+J'4 ii0'•'`•a'♦•-�•.b°�=f i J,.4.'`OJ.:O!'�:�i�`eJb`�•4 r4,J,44J04i icy •f a4� ♦> '�•t Ji40♦J� • F 4 if r•�♦�,�',♦J`444:***•:;i i 2 '04.,i'�S+�4r3w2�`� �,�,to4>`P`oo�� s i i.y♦� 'v,J Asa N-‘4,-.:, n. .P.4:Ott t;s S, SC4 iiiiiJ•MJ4i•.'�.t iiiii,K,-i• f >a•♦ y�4`'4.',rOfr�•`!,4:i: >4 clpJ• i d i�� it '•pie�i•�rh .Ro 4 r' . • f4•; �.• ^+g4N`ar .v.. w 9.f£f0•�4 Jd4.♦.f a tr �`Ji4��44`Ji tti 4M•i'y ?"0•i3 s•i li i�'i f%fr tgl0e , ii Ai: .d04J♦v o r rR.•4 r e. r O MOW) d,i•♦0•••4•if.•`.' t.:,r .J�O�O it•O.••4 by yt JQi'JJ4•`Y f ev's� 'ti0 A,.4,J J.,4,0�ii :• a 4J•+,♦'i�04`S*4'r. . l •d v rC`', ' - eye ♦•OJ ff`',0 d9 ':'* �e 94i•4i'•i�4`i�i}r� a>:s4-rp�W�ia, > di r4J 0 e. O ff Pr • •• •♦a. .f�y 0•gi`4.1j4O♦4,••�r•f @��J`4•JO°`J 4i4y,+''S' A.4ie„aii i.'t�i aWf 4AJ♦• .,JO,i•y%•'•••J`ss.:,r•�i ,"�+P'.C+�o4'�p'��ie44'!i�♦♦'4 0 f r4•i♦a;ae4`°•O �v f�::44i `tk•'•`i!`w4`�O!4`�•i4i >A st�P,.4 J•O 9 a• 0� r•O P r••`•i fir. f�6 p04 r0••`d Oy`O J4;'yA•:'d ♦ e.044iPyd�i4r� t`±ri•44444`'i040�rfa��4.'.i Ji•♦`�iy,4••if44f�i,444'�J4y • f�•:-`: s,-.:*. .t.:04ti' Oo..1,,:+.••'Os•�P♦v04.. •J •0 ♦J r0,•4�••O♦Opev.♦•,• •. diV�.er'i'i'`4••.`y♦•.'>i�A•iilnei �o !Oi49�'Pi4• 41 JJ••'J�ei,' •♦04,4°ctp:•:•••••10,'.,p4-Pd`•"' �rterit,4:4S4t61:y�J•S5$4 ::::04, si 4''a4•'•tigs..'a§s ..'� ,. 4 aiv°• ,a i 4t0�J'�a♦40•y;•i!♦6;0�♦0�•�y �''✓moi 6v 7Sj dO4*W** 4:• ••i•4045';4� st J••`�P•4`'`s4 k*:, 4•♦ •J•♦R.•4'i tii> ♦•Oi°.yr••t Ji S`'•6s,1ta, 30'0`4•••4'�404.� 0•'.44••J441�B'�S`'`J c 70401,: Loads:BLC 4.Ey SMS Engineers R.Begic, EIT Tesla Storefront-Washington Square Mall Exterior 1039-17 1039-17 Tesla Space Truss-Exter... 1 Y z)81.„ 41 0 IIIIW '-- ‘ '-'14ki ) --, fr,, 01 ..' pa- --=-<,7.14rrobl 04 41.04 Oil (-'-' " 14411:114 `� 01 Oi 10rA Loads:BLC 5,WL SML Engineers R.Begic, EIT Tesla Storefront-Washington Square Mall Exterior 1039-17 1039-17 Tesla Space Truss-Exter... Company : SML Engineers 22_ Designer : R.Begic,EIT IIIRISRISIAL Job Number : 1039-17 Checked By.J.Light,PE Model Name : Tesla Storefront-Washington Square Mall Exterior Aluminum Properties Label E[ksi] G[ksi] Nu Therm...Density[k/ft^3] Table B.4 kt Ftu[ksi] Ftyfksi] Fcyfksi_Fsufksi_ Ct 1 3003-H14 10100 3787.5 .33 1.3 .173 Table B.4-1 1 19 16 13 12 141 2 6061-T6 10100 3787.5 .33 1.3 .173 Table B.4-2 1 38 35 35 24 141 3 6063-T5 10100 3787.5 .33 1.3 .173 Table B.4-2 1 22 16 16 13 141 4 6063-T6 10100 3787.5 .33 1.3 .173 Table B.4-2 1 ' 30 25" 25 19 141 5 5052-H34 10200 3787.5 .33 1.3 .173 Table B.4-1 1 34 26 1 24 20 141 6 .6061-T6'W 10100 3787.5 .33 1.3 .173 " Table B.4-1 1 24 15 15 15 141 Wood Material Properties Label Type Database Species Grade Cm Emod Nu Ther...Dens[k... 1 DF/SPine Solid Sawn Visually Graded Corn Species Grou... No.1 1 .3 .3 .035 2 HF/Spruce Fir Solid Sawn Visually Graded Corm Species Grou... No.1 1 .3 .3 .035 3 DF Solid Sawn Visually Graded Douglas Fir-Larch No.1 1 .3 .3 .035 4 - SP Solid Sawn Visually Graded Southern Pine No.1 1 .3 .3 .035 5 HF Solid Sawn Visually Graded Hem-Fir No.1 1 .3 .3 .035 6 SPF Solid Sawn Visually Graded Spruce-Pine-fir No.1 1 .3 .3 .035'. 7 24F-1.8E DF Bala.. Glulam NDS Table 5A 24F-1.8E_DF_BAL na 1 .3 .3 .035 8 24F-1.8E DF Unb.. Glulam NDS Table 5A 24F-18E_DF_UNB... na 1 .3 .3 .035 g 24F-1.8E SP Bala... Glulam NDS Table 5A 24F-1.8E_SP_BAL na 1 .3 .3 .035 10 24F-1,8E SP Unb.. Glulam NDS Table 5A 24F-18E_SP'UNB... na 1 .3 .3 .035 11 LVL-PRL Commer... Custom N/A LVL_PRL 1.5E 22.. na 1 1 .3 .3 .035 12 LVL-PRL Dommer. . Custom N/A LVL PRL 2.0E_29.. na 1 .3 .3 .035 Aluminum Section Sets Label Shape Type Design List Material Design Ru... A[n2] lyy[in4] Izz[in4] J[in4] 1 2x2x1/8 RT2X2X0.725 Beam Rectangular Tu.. 6061-T6 W Typical .938 .552 .552 .824 2 2x4x1/8 RT2X4X0.125 ,, Beam Rectangular Tu... 6061-T6 W Typical 1.44 .992 ? 2.98 2.3 3 4x4x1/4 RT4X4X0.125 Beam Rectangular Tu... 6061-T6 W Typical 1.94 4.85 4.85 7.27 4 4x6x1/8 RT4X6X0.125 Beam Rectangular Tu.. 6061-T6 W Typical 2.44 6.73 12.6 13.3 5 2x6x3/16 RT2X6X0.188 Beam Rectangular Tu.. 6061-T6 W Typical 2.87 1.99 11.9 5.47 6 3x4x1/8 RT3X4X0.125 Beam Rectangular Tu... 6061-T6 W' Typical 1.69 2.5 3.92 4.6 7 2x5x1/8 RT2X5X0.125 Beam Rectangular Tu.. 6061-T6 W Typical 1.69 1.21 5.2 3.09 8 1.5x521/8 RT 1.5x5x0.1... Beam Rectangular Tu.., 6061-T6 W Typical 1.563 .633 4.461 1.797 9 3x3x1/4 RT3X3X0.250 Beam Rectangular Tu... 6061-T6 W Typical 2.75 3.49 3.49 5.2 10 2x2x1/4 RT2X2X0.250 Beam Rectangular Tu... 6061-T6 W Typical 1.75 .911 .911 1.34 11 3x3x3/8 RT3X3X0.375 Beam Rectangular Tu... 6061-T6 W Typical 3.94 4.61 4.61 6.78 12 2x4x1/4 RT2X4X0.25 $eam' Rectangular Tu... 6061-T6 W Typical 2.75 1.68 5.31 3.92 13 3x3x1/8 RT3X3X0.125 Beam Rectangular Tu... 6061-T6 W Typical 1.44 1.98 1.98 2.97 14 1.25x1.25x1/8 RT1.25X1.25... Beam Rectangular Tu... 6061-T6 W Typical :563 .12 .12 .178 15 1.5x1.5x1/8 RT1.5X1.5X0.. Beam Rectangular Tu.. 6061-T6 W Typical .688 .218 .218 .325 16 2x3x1/8 RT2X3X0.125 Beam Rectangular Tu... 6061-T6 W: Typical 1.19 .772 1.47 1.53 Wood Section Sets Label Shape Type Design List Material Design ... A[n2] Iyy fin4l izz[in41 J[in4] 1 WOODIA 2X6 Beam Rectangular DF/SPine Typical 8.25 1.547 20.797 5.125 RISA-3D Version 15.0.1 [1...\...\...1..\...\...\...L..\...1...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 1 Company : SML Engineers 2.3 Designer : R.Begic,EIT 111RISAJob Number : 1039-17 Checked By. J.Light,PE Model Name : Tesla Storefront-Washington Square Mall Exterior Joint Coordinates and Temperatures Label X lin] Y[in] Z[in] Temp[F] Detach From Diap... 1 N1 0 0 0 0 2 N2 0 0 11.75 0 3 N3 0 0 48.8125 0 4 N4 0 43.36 0 0 5 N5 0 43.36 11.75 0 6 N6 i 0 43.36. 48.8125 0 7 N7 0 81.44 0 0 8 N8 0 81.44 11.75 0 9 N9 0 81.44 48.8125 0 10 N10 0 122.8 0 0 11 N11 0 122.8 11.75 0 12 N12 ; 0 122.8 48.8125 0 13 N13 0 143.68 0 0 14 N14 0 143.68 11.75 ' 0 15 N15 0 143.68 48.8125 0 16 N16 0 ' 0 33.5 0 17 N17 0 43.36 33.5 0 18 N18 0 143.68 3 0 19 N19 0 143.68 14.9375 0 20 N20 0 143.68 24.9375 0 21 N21 0 143.68 34.9375 0 22 N22 0 ` 145.68 0 0 23 N23 0 145.68 11.75 0 24 N24 0 ' 145.68 48.8125 0 25 N25 0 145.68 3 0 26 N26 0 145.68 14.9375 0 27 N27 0 145.68 24.9375 0 28 N28 0 145.68 34.9375 0 29 N29 0 145.68 44.9375 0 30 " N30 0 157.68, 0 0 31 N31 0 157.68 11.75 0 32 N32 0 157.68 44.9375 0 33 N33 0 148.68 48.8125 0 34 N34 0 148.68 44.9375 0 35 N35 0 151.18 44.9375 0 36 N36 43.25 145.68 0 0 37 N37 43.25 145.68 11.75 0 38 N38 43.25 145.68 48.8125 0 39 N39 43.25 145.68 44.9375 0 40 N40 43.25 157.68 0 0 41 N41 43.25 157.68 11.75 0 42 N42 43.25 157.68 44.9375 0 43 N43 43.25 148.68 48.8125 0 44 N44 43.25 148.68 44.9375 0 45 N45 43.25 151.18 44.9375 0 46 N46 104.125 145.68 0 0 47 N47 104.125 145.68 11.75 0 48 N48 104.125 145.68 48.8125 0 49 N49 104.125 145.68 44.9375 0 50 N50 104.125 157.68 0 0 51 N51 104.125 157.68 11.75 0 RISA-3D Version 15.0.1 [\...\...1...\...\...\...\...\...\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 2 Company : SML Engineers �1 ISA Designer R.Begic,EIT IIIRJob Number : 1039-17 Checked By. J.Light.PE Model Name : Tesla Storefront-Washington Square Mall Exterior Joint Coordinates and Temperatures (Continued) Label X[n] Y[n] Z[in] Temp[F] Detach From Diap... 52 N52 104.125 " " 157.68 44.9375 0 53 N53 104.125 148.68 48.8125 0 54 N54` 104.125 148.68 44.9375 0 55 N55 104.125 151.18 44.9375 0 56 N56 127.0625 145.68 0 0 57 N57 127.0625 145.68 11.75 I 0 58 N58 127.0625 145.68 48.8125 0 59 N59 127.0625 145.68 44.9375 0 60 N60 127.0625 157.68 0 0 61 N61 127.0625 157.68 11.75 0 62 N62 127.0625 157.68 44.9375 0 63 N63 127.0625 148.68 48.8125 0 64 N64 127.0625 148.68 44.9375 0 65 N65 127.0625 151.18 44.9375 0 66 N66 127.0625 145.68 2 0 67 N67 127.0625 157.68 2 0 68 N68 127.0625 145.68 24.875 0 69 N69 127.0625 157.68 24.875 0 70 N70 127.0625 145.68 42.4375 . 0 71 N71 127.0625 157.68 42.4375 0 72 N72 129.0625 145.68 0 0 73 N73 129.0625 145.68 11.75 0 74 N74!" 129.0625 145.68 48.8125 0 75 N75 129.0625 145.68 44.9375 0 76 N76 129.0625 157.68 0 0 77 N77 129.0625 157.68 11.75 0 78 N78 129.0625 157.68 44.9375 0 79 N79 129.0625 148.68 48.8125 0 80 N80 129.0625 148.68 44.9375 0 81 N81 129.0625 145.68 2 0 82 N82 129.0625 157.68 2 0 83 N83 129.0625 145.68 24.875 0 84 N84 129.0625 157.68 24.875 0 85 N85 129.0625 145.68 42.4375 0 86 N86 ! 129.0625 157.68 42.4375 0 87 N87 129.0625 145.68 -10.0625 0 88 N88 129.0625 157.68 -10.0625 0 89 N90 164.875 145.68 11.75 0 90 N91 164.875 145.68 48.8125 0 91 N92 164.875 145.68 44.9375 0 92 N94 164.875 157.68 11.75 0 93 N95 164.875 157.68 44.9375 0 94 N96 164.875 148.68 48.8125 0 95 N97 164.875 148.68 44.9375 0 96 N104 164.875 145.68 -10.0625 0 97 N105 164.875 157.68 -10.0625 0 98. N107 225.75 145.68 11.75 ' 0 99 N108 225.75 145.68 48.8125 0 100 N109 225.75 145.68 44.9375 0 101 N111 225.75 157.68 11.75 0 102 N112 225.75 157.68 44.9375 0 103 N113 225.75 148.68 48.8125 0 RISA-3D Version 15.0.1 [\...\...1...\...\...\...\...1...1...1...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 3 Company : SML Engineers '2 Designer : R.Begic,EIT IIIRRISA Job Number : 1039-17 Checked By.J.Light,PE Model Name : Tesla Storefront-Washington Square Mall Exterior Joint Coordinates and Temperatures (Continued) Label X[n] Y[in] Z[in] Temp[F] Detach From Diap 104 N114 225.75 148.68 44.9375 0 105 N121 225.75 145.68 -10.0625 0 106 N122 225.75 157.68 -10.0625 0 107 N124 286.625 145.68 11.75 0 108 N125 286.625 145.68 48.8125 0 109 N126 286.625 145.68 44.9375 0 110 N128 286.625 157.68 11.75 0 111 N129 286.625 157.68 44.9375 0 112 N130 286.625 r 148.68 48.8125 0 113 N131 286.625 148.68 44.9375 0 114 N138 286.625 145.68 -10.0625 0 115 N139 286.625 157.68 -10.0625 0 116 N140 329.875 145.68 0 0 117 N141 329.875 145.68 11.75 0 118 N142 329.875 145.68 48.8125 0 119 N143 329.875 145.68 44.9375 0 120 N144 329.875 157.68 0 0 121 N145 329.875 157.68 11.75 0 122 N146 329.875 157.68 44.9375 0 123 N147 329.875 148.68 48.8125 0 124 N148 329.875 148.68 44.9375 0 125 N157 326.25 145.68 -10.0625 0 126 N158 326.25 157.68 -10.0625 0 127 N159 326.25 145.68 0 0 128 N160 326.25 157.68 0 0 129 N129A 129.0625 151.18 44.9375 0 130 N130A 164.875 151.18 44.9375 0 131 N 131 A 225.75 151.18 44.9375 0 132 N132 286.625 151.18 44.9375 0 133 N133 329.875 151.18 44.9375 0 134 N134 329.875 0 0 0 135 N135 329.875 0 11.75 0 136 N136 329.875 0 48.8125 0 137 N137 329.875 _ 43.36 0 0 138 N138A 329.875 43.36 11.75 0 139 N139A 329.875 43.36 48.8125 0 140 N140A 329.875 81.44 0 0 141 N 141 A 329.875 81.44 11.75 0 142 N142A 329.875 81.44 48.8125 0 143 N143A 329.875 122.8 0 0 144 N144A 329.875 122.8 11.75 0 145 N145A 329.875 122.8 48.8125 0 146 N146A 329.875 143.68 0 0 147 N147A 329.875 143.68 11.75 0 148 N148A 329.875 143.68 48.8125 0 149 N149 329.875 0 33.5 0 150 N150 329.875 43.36 33.5 0 151 N151 329.875 143.68 3 0 152 N152 329.875 143.68 14.9375 0 153 N154 329.875 143.68 34.9375 0 154 N155 329.875 145.68 3 0 155 N156 I 329.875 145.68 14.9375 0 RISA-3D Version 15.0.1 [\...\...\...\...\...\...\...1...\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 4 Company : SML Engineers �t7 ISA 1039- Designer : 1039-1c,EIT U Job Number : 17 Checked By. J.Light,PE Model Name : Tesla Storefront-Washington Square Mall Exterior Joint Coordinates and Temperatures (Continued) Label X(n] Y lin] Z[in] Temp[F] Detach From Diad 156 N158A 329.875 145.68 34.9375 0 157 N159A 0 143.68 44.9375 0 158 N 160A 329.875 143.68 44.9375 0 159 N1598 329.875 143.68 24.9375 0 160 N16013 329.875 145.68 ' 24.9375 0 161 N161 0 0 3 0 162 N162 329.875 0 3 0 163 N163 0 0 42.9375 0 164 N164 329.875 0 " 42.9375 0 165 N165 0 0 30.9375 0 166 N166 329.875 0 30.9375 0 167 N167 0 0 18.9375 0 168 N168 329.875 0 18.9375 0 169 N171 0 143.68 40.4375 0 170 N172 329.875 143.68 40.4375 0 171 N 171 A 164.875 151.68 -10.0625 0 172 N172A 220.677083 157.68 -10.0625 0 173 N173 215.604167 157.68 -10.0625 0 174 N174 210.53125 157.68 `. -10.0625 0 175 N175 205.458333 157.68 -10.0625 0 176 N176 200.385417 ;! 157.68 -10.0625 0 177 N177 195.3125 157.68 -10.0625 0 178 N178 190.239583 157.68 -10.0625 0 179 N179 185.166667 157.68 -10.0625 0 180 N180 180.09375 157.68 -10.0625 0 181 N181 175.020833 157.68 -10.0625 0 182 N182 169.947917 157.68 -10.0625" 0 183 N183 225.75 151.68 -10.0625 0 184 N184 169.947917 145.68 -10.0625 0 185 N185 175.020833 145.68 -10.0625 0 186 N186 180.09375 145.68 -10.0625 0 187 N187 185.166667 145.68 -10.0625 0 188 N188 190.239583 145.68 -10.0625 0 189 N189 195.3125 145.68 -10.0625 0 190 N190 200.385417 145.68 -10.0625 0 191 N191 205.458333 145.68 -10.0625 0 192 N192 210.53125 145.68 -10.0625 0 193 N193 215.604167 145.68 -10.0625 0 194 N194 220.677083 145.68 -10.0625 . 0 195 N195 169.947917 151.68 -10.0625 0 196. N196 175.020833 151.68 -10.0625 0 197 N197 180.09375 151.68 -10.0625 0 198 N198 185.166667 151.68 -10.0625 0 199 N199 190.239583 151.68 -10.0625 0 200 N200 195.3125 151.68 -10.0625 0 201 N201 200.385417 151.68 -10.0625 0 202 N202 205.458333 151.68 -10.0625 0 203 N203 210.53125 151.68 -10.0625 0 204 N204 215.604167 151.68 I -10.0625 0 205 N205 220.677083 151.68 -10.0625 0 206 N206 281.552083 157.68 -10.0625 0 207 N207 276.479167 157.68 -10.0625 0 RISA-3D Version 15.0.1 [\...\...\...\...\...\...1...\...\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 5 Company : SML Engineers ISA Designer R.Begic,EIT IiIRJob Number : 1039-17 Checked By.J.Ligh#,PE Model Name : Tesla Storefront-Washington Square Mall Exterior Joint Coordinates and Temperatures (Continued) Label X[n] Y[n] Z[in] Temp[F] Detach From Diap... 208 N208 271.40625 157.68 -10.0625 0 209 N209 266.333333 157.68 -10.0625 0 210 N210 261.260417 157.68 -10.0625 0 211 N211 256.1875 157.68 -10.0625 0 212 N212 251.114583 157.68 -10.0625 0 213 N213 246.041667 157.68 -10.0625 0 214 N214 240.96875- 157.68 -10.0625 0 215 N215 235.895833 157.68 -10.0625 0 216 N216 230.822917 157.68 -10.0625 0 217 N217 286.625 151.68 -10.0625 0 218 N218 230.822917 145.68 -10.0625 0 219 N219 235.895833 145.68 -10.0625 0 220 N220 240.96875 145.68 -10.0625 0 221 N221 246.041667 145.68 -10.0625 0 222 N222 251.114583 145.68 -10.0625 0 223 N223 256.1875 145.68 -10.0625 0 224 N224 261.260417 145.68 ` -10.0625 0 225 N225 266.333333 145.68 -10.0625 0 226 N226 271.40625 145.68 -10.0625 0 227 N227 276.479167 145.68 -10.0625 0 228 N228 ' 281.552083 145.68 -10.0625 0 229 N229 230.822917 151.68 -10.0625 0 230 N230 235.895833 151.68 -10.0625 0 231 N231 240.96875 151.68 -10.0625 0 232 N232 246.041667 151.68 -10.0625 0 233 N233 251.114583 151.68 -10.0625 0 234 N234 256.1875 151.68 -10.0625 0 235 N235 261.260417 151.68 -10.0625 0 236 N236 266.333333 ' 151.68 10.0625 0 237 N237 271.40625 151.68 -10.0625 0 238 N238 276.479167 151.68 -10.0625 0 239 N239 281.552083 151.68 -10.0625 0 240 N244 0 81.44 33.5 : 0 241 N245 329.875 81.44 33.5 0 242 N242 127.0625 154.68 0 I 0 243 N244A 127.0625 148.68 0 0 244 N244B 129.0625 154.68 0 0 245 N245A 129.0625 148.68 0 0 246 N246 0 68.083582 11.75 0 247 N247 0 28.151642 11.75 0 248 N248 127.0625 146.583955 42.4375 0 249 N249 129.0625 146.583955 42.4375 0 250 N250 329.875 68.083582 11.75 10' 251 N251 329.875 28.151642 11.75 I 0 Aluminum Design Parameters Label Shape Length[inl Lbyy[in] Lbzz[in] Lcomp top[inlLcomp bot[in]L-torqu... Kyy Kzz Cb Function 1 M1 2x3x1/8 48.813 Lbyy Lateral 2 M2 2x3x1/8 11.75 Lbyy Lateral 3 M3 2x3x1/8 37.063 Lbyy Lateral RISA-3D Version 15.0.1 [\...1...\...\...\...\...\...\...\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 6 Company : SML Engineers IiIRISA Designer : R.Beg1039-1c,EIT Job Number 1Q39-17 Checked By.J.Light,PE Model Name : Tesla Storefront-Washington Square Mall Exterior Aluminum Design Parameters(Continued) Label Shape Length[in Lbyy[inj Lbzz[inl Lcomp top[in]Lcomp botjin]L-torqu... Kyy Kzz Cb Function 4 M4 2x3x1/8 11.75 Lbyy . Lateral 5 M5 2x3x1/8 37.063 Lbyy Lateral 6 M6 2x3x1/8 11.75 '' Lbyy Lateral 7 M7 2x3x1/8 37.063 Lbyy Lateral 8 M8 2x3x1/8 48.813 Lbyy Lateral 9 M9 2x4x1/8 143.68 Lbyy Lateral 10 M10 3x4x118 143.68 Lbyy Lateral 11 M11 3x3x1/8 143.68 Lbyy Lateral 12 M12 2x4x1/8 50.718 Lbyy Lateral 13 M13 2x4x1/8 54.794 Lbyy Lateral 14 ' M14 2x2x1/8 44.938Lb Lateral 15 M15 2x2x1/8 12 Lbyy Lateral 16 M16 232x1/8 44.938 Lbyy Lateral; 17 M17 232x1/8 12 Lbyy Lateral 18 M18 232x1/4 12 Lbyy Lateral 19 M19 232x1/8 35.29 Lbyy Lateral 20 M20 232x118 16.795 Lbyy Lateral 21 M21 1.25x1.25x1.. 3.875 Lbyy Lateral 22 M22 1.25x1.25x1.. 3.875 Lbyy Lateral 23 M23 1.25x1.25x1.. 3 Lbyy Lateral 24 M24 232x1/8 44.938 Lbyy Lateral 25 M25 232x1/8 12 Lbyy Lateral 26 . M27 232x1/8 12 Lbyy Lateral 27 M28 2x6x3/16 12 Lbyy Lateral 28 M29 2)(2x1/8 35.29 , Lbyy Lateral 29 M30 2x2x1/8 16.795 Lbyy Lateral 30 M31 1.25x1.25x1.. 3.875 ' Lbyy Lateral 31 M32 1.251.25x1.. 3.875 Lbyy Lateral 32 M33 1.25x1.25x1_. 3 . Lbyy Lateral 33 M34 2x2x1/8 44.938 Lbyy Lateral 34 M35 " 232x1/8 12 Lbyy Lateral 35 M37 232x1/8 12 Lbyy Lateral 36 M38 232x1/4 12 Lbyy Lateral 37 M39 2)(2x1/8 35.29 Lbyy Lateral 38 M40 2x2x1/8 16.795 Lbyy Lateral 39 M41 1.25x1.25x1.. 3.875 Lbyy Lateral 40 M42 1.25x1,25x1.. .3.875 •' Lbyy Lateral 41 M43 1.25x1.25x1.. 3 Lbyy Lateral 42 M44 2x2x1/8 44.938: Lbyy Lateral 43 M45 2)(2x1/8 12 Lbyy Lateral 44 M47 2)(2)(1/8 12 Lbyy . Lateral 45 M48 232x1/8 12 Lbyy Lateral 46 M49 ` 232x1/8 35.29 Lbyy Lateral 47 M50 2x2x1/8 16.795 Lbyy Lateral 48 M51 1.2531.25x1.. 3.875 Lbyy Lateral 49 M52 1.25x1.25x1.. 3.875 Lbyy Lateral 50 M52A 232x1/8 33.188 Lbyy Lateral 51 M53 1.25x1.25x1.. 3 Lbyy Lateral 52 M53A 2x2x1/8 11.75? Lbyy Lateral; 53 M54 2x5x1/8 127.063 Lbyy Lateral 54 M54A 232x1/8 33.188 Lbyy Lateral 55 M55 2x2x1/8 11.75 Lbyy Lateral RISA-3D Version 15.0.1 [\...\...\...1..\...\...\...1..\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 7 Company : SML Engineers Designer R.Begic,EIT IiIRISA Job Number 1039-17 Checked By. J.Light,PE Model Name : Tesla Storefront-Washington Square Mall Exterior Aluminum Design Parameters(Continued) Label Shape Length[inl Lbyy[in] Lbzz[in] Lcomp top[in Lcomp bot[in1L-torqu... Kyy Kzz Cb Function 56 M56.+ .2x2x1/4 '33.188 Lbyy Lateral 57 M57 2x2x1/8 11.75 Lbyy Lateral 58 M58 2x2x1/8 127.063 Segment Segment Lbyy Lateral 59 M59 2x2x1/8 127.063 Segment Segment Lbyy Lateral 60 M60 > 2x2x114. 127.063 Segment. Segment Lbyy Lateral 61 M61 2x6x3/16 127.063 Segment Segment Lbyy Lateral 62 M62 1.25x1.25x1..127.063 Segment Segment Lbyy Lateral 63 M63 1.25x1.25x1..127.063 Segment Segment LbyyLatera l 64 M64 2x2x1/8 43.25 Lbyy Lateral 65 M65 2x2x1/8 60.875 Lbyy Lateral 66 M66 1.5x1.5x1/8 22.938Lbyy Lateral' 67 M67 2x2x1/8 62.369 Lbyy Lateral 68 M68 2x2x1/8 75.665 LbyY Lateral 69 M69 2x2x1/8 55 Lbyy Lateral 70 M70 2x2x1/4 55 Lbyy Lateran' 71 M71 2x2x1/8 12 Lbyy Lateral 72 M72 2x2x1/8 12 Lbyy, Lateral 73 M73 2x2x1/8 12 Lbyy Lateral 74 M74 2x2x1/8 35.29 > Lbyy Lateral 75 M76 1.25x1.25x1.. 3.875 LbYY Lateral 76 M77 1.251.25x1.. 3.875 Lbyy Lateral 77 M78 1.25x1.25x1.. 3 Lbyy Lateral 78 M79 2x2x1/8 55 Lbyy Lateral 79 M80 2x2x1/8 55 Lbyy Lateral 80 M81 2x2x1/8 12 Lbyy Lateral 81 M82 2x2x1/8 12 Lbyy Lateral 82 M83 2x2x1/8 12 Lbyy Lateral 83 M84 2x2x1/8 35.29 Lbyy Lateral 84 -M85 2x2x1/8 24.895 Lbyy Lateral 85 M86 1.25x1.25x1.. 3.875 Lbyy Lateral 86 M87 1.25x1.25x1.. 3.875" Lbyy Lateral 87 M88 1.25x1.25x1.. 3 Lbyy Lateral 88 M89 2x2x1/8 55 Lbyy Lateral 89 M90 2x2x1/8 55 Lbyv Lateral 90 M91 2x2x1/8 12 Lbyy Lateral 91 M92 2x4x1/4 12 Lbyy Lateral 92 M93 2x2x1/8 12 Lbyy Lateral 93 M94 2x2x1/8 35.29 Lbyy Lateral 94 M95 2x2x1/8 24.895 Lbyy Lateral 95 M96 1.25x1.25x1.. 3.875 Lbyy Lateral 96 M97 1.25x1.25x1.. 3.875 ' Lbyy Lateral 97 M98 1.25x1.25x1.. 3 Lbyy Lateral 98 M99 2x2x1/8 55 Lbyy Lateral 99 M100 2x2x1/8 55 LbYY Lateral 100 M101 2x2x1/8 12 LbyY Lateral 101 M102 2x4x1/4 12 Lbyy Lateral 102 - M103 2x2x1/8 " 12 Lbyy Lateral 103 M104 2x2x1/8 35.29 Lbyy Lateral 104 M105 2x2x1/8 24.895 Lbyy Lateral 105 M106 1.25x1.25x1.. 3.875er. LbYY Lateral 106 M107 `1.25x125x1.. 3.875 Lbyy Lateral 107 M108 1.25x1.25x1.. 3 Lbyy Lateral RISA-3D Version 15.0.1 [\...\...\...1..\...\...1...\...\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 8 Company : SML Engineers IDesigner : R.Begic,EIT SJ.Light,PE JNm39 Modelobu Naberme : T10esla-17 Storefront-Washington Square Mall Exterior Checked By Aluminum Design Parameters(Continued) Label Shape Length[in1 Lbyy[in] Lbzz[in] Lcomp top[inlLcomp bot[injL-torqu... Kyy Kzz Cb Function 108 M112 2x2x1/4 12 Lbyy Lateral 109 M113 2x2x1/8 12 Lbyy Lateral 110 M114 2x2x1/8 35.29 Lbyy Lateral 111 M115 2x2x1/8 44.938 Lbyy Lateral 112 M116 1.25x1'25x1.. 3.875 Lbyy Lateral 113 M116A 2x2x1/8 44.938 Lbyy Lateral 114 M117 1.25x1.25x1.. 3.875 Lbyy Lateral 115 M117A 2x2x1/8 3.625 Lbyy Lateral 116 M118 1.25x1.25x1.. 3 Lbyy Lateral 117 M118A 2x2x1/8 3.625 Lbyy Lateral 118 M119 2x2x1/8 10.063 Lbyy ' Lateral 119 M120 2x2x1/8 10.063 Lbyy Lateral 120 M121 2x2x1/8 12 Lbyy Lateral 121 M122 2x2x1/8 12 Lbyy Lateral 122 M123 2x2x1/8 12 Lbyy Lateral 123 M124 2x2x1/8 16.795 Lbyy Lateral 124 M125 2x2x118 197.188 Segment Segment Lbyy Lateral 125 M126 2x2x1/4 197.188 Lbyy Lateral 126 M127 2x6x3/16 200.813 Segment Segment Lbyy Lateral 127 M128 2x2x1/4 200.813 Segment Segment Lbyy Lateral 128 M129 1.25x1.25x1..200.813 Segment Segment Lbyy Lateral 129 M130 1.25x1.25x1..200.813 Segment Segment Lbyy Lateral 130 M131 1.5x15x1/8. 35.813 Lbyy Lateral 131 M132 1.5x1.5x1/8 60.875 Lbyy Lateral 132 M133 2x2x1/8 60.875 Lbyy Lateral 133 M134 1.5x1.5x1/8 43.25 Lbyy Lateral 134 M135 2x5x1/8 35.813 Lbyy Lateral 135 M136 2x5x1/8 121.75 Lbyy Lateral 136 M137 2x5x1/8 43.25 Lbyy Lateral 137 M138 2x3x1/8 48.813 Lbyy Lateral 138 M139 2x3x1/8 11.75 Lbyy Lateral 139 M140 2x3x1/8 37.063 Lbyy Lateral 140 M141 2x3x1/8 11.75 Lbyy Lateral 141 M142 2x3x1/8 37.063 Lbyy Lateral 142 M143 2x3x1/8 11.75 Lbyy Lateral 143 M144 2x3x1/8 37.063 Lbyy Lateral 144 M145 2x3x1/8 48.813 Lbyy Lateral 145 M146 2x4x1/8 143.68 Lbyy Lateral 146 M147 3x4x1/8 143.68 Lbyy Lateral 147 M148 3x3x1/8 143.68 Lbyy Lateral 148 M149 2x4x1/8 50.718 Lbyy Lateral 149 M150 2x4x1/8 54.794 Lbyy Lateral 150 M179 2)(2x1/8 65.632 Lbyy Lateral 151 M180 2x2x1/8 82.041 Lbyy Lateral 152 M181 2x2x1/8 82.041 Lbyy Lateral 153 M182 2x2x1/8 67.787 Lbyy Lateral 154 M182A 2x2x1/8 16.795 Lbyy Lateral 155 M184 2x2x1/8 12 Lbyy Lateral 156 M185 2x2x1/8 15.661 Lbyy Lateral. RISA-3D Version 15.0.1 [\...\..\..\..\...1...\...\..\ ..1...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 9 Company : SML Engineers 3 RISA Designer 1039-R.Begic,EIT f Jomber 1039-17 Checked By.J.Light,PE ModelbNuName : Tesla Storefront-Washington Square Mall Exterior Plate Primary Data Label A Joint B Joint C Joint D Joint Material Thickness[in] 1 P3 N182 N195 N171A N105 qen Alum .25 2 P4 N181 N196` N195 N182 gen Alum .25 3 P5 N180 N197 N196 N181 qen Alum .25 4 P6 N179 N198 N197 N180 gen Alum .25 5 P7 N178 N199 N198 N179 gen Alum .25 6 P8 N177 N200 N199 N178 gen Alum .25 7 P9 N176 N201 N200 N177 qen Alum .25 8 P10 N175 N202 N201 N176 . gen Alum .25 9 P11 N174 N203 N202 N175 gen Alum .25 10 P12 N173 N204 N203 N174 gen Alum .25 11 P13 N172A N205 N204 N173 qen Alum .25 12 P14 N122 N183 N205 N172A qen Alum .25 13 P15 N195 N184 N104 N171A gen Alum .25 14 P16 N196 N185 N184 N195 gen Alum .25 15 P17 N197 N186 N185 N196 gen Alum .25 16 P18 N198 N187 N186 N197 gen Alum .25 17 P19 N199 N188 N187 N198 gen Alum .25 18 P20 N200 ` N189> N188 N199 gen Alum .25 +. 19 P21 N201 N190 N189 N200 gen Alum .25 20 P22 N202 N191 N190 N201 gen Alum 25 21 P23 N203 N192 N191 N202 qen Alum .25 22 P24 N204 N193 N192 N203 gen Alum .25 23 P25 N205 N194 N193 N204 gen Alum .25 24 P26 N183 N121 N194 N205 gen Alum .25 25 P26A N216 N229 N183 N122 gen Alum .25 26 P27 N215 N230 N229 N216 gen Alum 25 27 P28 N214 N231 N230 N215 gen Alum .25 28 P29 N213 N232 N231 N214 gen Alum .25 29 P30 N212 N233 N232 N213 qen Alum .25 30 P31 N211 N234 N233 N212 gen Alum .25 31 P32 N210 N235 N234 N211 gen Alum .25 32 P33 N209 N236 N235 N210 qen Alum .25 33 P34 N208 N237 N236 N209 gen Alum .25 34 P35 N207 N238 N237 N208 gen Alum .25 35 P36 N206 N239 N238 N207 gen Alum .25 36 P37 N139 N217 N239 N206 gen Alum .25 37 P38 N229 N218 N121 N183 gen Alum .25 38 P39 N230 N219 N218 N229 gen Alum .25 39 P40 N231 N220 N219 N230 gen Alum .25 40 P41 N232 N221 N220 N231 qen Alum .25 41 P42 N233 N222 N221 N232 gen Alum .25 42 P43 N234 N223 N222 N233 gen Alum .25 43 P44 N235 N224 N223 N234 gen Alum .25 44 P45 N236 N225 N224 N235 gen Alum .25 45 P46 N237 N226 N225 N236 gen Alum .25 46 P47 N238 N227 N226 N237 gen Alum .25 47 P48 N239 N228 N227 N238 gen Alum .25 48 P49 N217 N138 ' N228 N239 qen Alum .25 RISA-3D Version 15.0.1 [1...1..\...1..\...\...1...\...\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 10 Company : SML Engineers 32_ Designer : R.Begic,EIT RISJob Number : 1039-17 Checked By. J.Light,PE Model Name : Tesla Storefront-Washington Square Mall Exterior Joint Loads and Enforced Displacements Joint Label L,D,M Direction Magnitude[(Ib,lb-ft),(in,rad), (Ib*s^2/in,Ib*s^2*in)] No Data to Print... Member Distributed Loads (BLC 1:DL) Member Label Direction Start Magnitude[Ib/ft,F] End Magnitude[iblft,F] Start Location[in..End Location[in,... 1 M64 Y -46.9 -46.9 I 0 0 2 M65 Y -46.9 -46.9 0 0 3 M66 Y -46.9 -46.9 0 0 4 M131 Y -46.9 -46.9 0 0 5 M132 Y -46.9 ..46.9 0 0 6 M133 Y 46.9 -46.9 0 0 7 M134 Y -46.9 -46.9 0 0 Member Distributed Loads (BLC 2:Ex) Member Label Direction Start Magnitude[lb/ft,F] End Magnitude[Ib/ft,F] Start Location[in..End Locationfin,... 1 M54 X 29.1 29.1 0 0 2 M135 X 29.1 29.1 0 0 3 M136 X 29.1 29.1 0 0 4 M137 X 29.1` 29.1 0. 0 5 M64 X 2 2 0 0 6 M65 X 2 2 0 0 7 M66 X 2 2 0 0 8 M131 X 2 2 0 0 9 M132 X 2 2 0 0 10 M133 X 2 2 0 0 11 M134 X 2 2 0 0 Member Distributed Loads (BLC 3:Ez) Member Label Direction Start Magnitude[Ib/ft,F] End Magnitudeflb/ft,F] Start Locationfin..End Locationfin,... 1 M54 Z 29.1 29.1 0 0 2 M135 Z 29.1 29.1 0 0 3 M136 Z 29.1 29.1 0 0 4 M137 Z 29.1 29.1 0 0 5 M64 Z 2 2 0 0 6 M65 Z 2 2 0 0 7 M66 Z 2 2 0 0 8 M131 Z 2 2 0 0 9 M132 Z 2 2 0 0 10 M133 Z 2 2 0 0 11 M134 Z 2 2 0 0 Member Distributed Loads (BLC 4:Ey) Member Label Direction Start Magnitude[Ib/ft,F] End Magnitude[Ib/ft,F] Start Locationfin..End Locationfin,... 1 M54 Y -12.1 -12.1 0 0 2 M135 Y -12.1 -12.1 0 0 3 M136 Y -12.1 -12.1 0 0 4 M137 Y -12.1 -12.1 0 0 5 M64 Y -1.7 -1.7 0 0 6 M65 Y -1.7` -1.7 0 0 RISA-3D Version 15.0.1 [\...\...\...1...\...\...\...\...\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 11 Company : SML Engineers 33 RISAA. Designer : R.1039-1c,EIT IIIRJob Number : 1039-17 Checked By.J.Light,PE Model Name : Tesla Storefront-Washington Square Mall Exterior Member Distributed Loads (BLC 4:Ey) (Continued) Member Label Direction Start Magnitude[Ib/ft,Fl End Magnitude[ib/ft,F] Start Location[in..End Location[in,... 7 M66 Y -1.7 -1.7 0 0 8 M131 Y -1.7 -1.7 0 0 9 M132 Y -1.7 -1.7 0 0 10 M133 Y -1.7 -1.7 0 0 11 M134 Y -1.7 -1.7 0 0 Member Distributed Loads (BLC 5: WL) Member Label Direction Start Magnitude[Ib/ft,F] End Magnitude[Ibfft,F] Start Location[in..End Location[in,... 1 M54 Z 162 162 0 0 2 M135 Z 162 162 0 0 3 M136 Z 162 162 0 0 4 M137 Z 162 162 0 0 Member Distributed Loads (BLC 6:BLC 1 Transient Area Loads) Member Label Direction Start Magnitudeflb/ft,F] End Magnitude[Ib/ft,F1 Start Location[in..End Location[in,... 1 M16 Y -1.018 -3.054 1.006 5.888 2 M16 Y -3.054 -5.091 5.888 10.769 3 M16 Y -5.091 -6.109 10.769 15.65 4 M16 Y -6.109 -5.091 15.65 20.531 5 _ M16 Y -5.091 -3.054 20.531 25.413 6 M16 Y -3.054 -1.018 25.413 30.294 7 M16 Y -1.018 -1.018 30.294 35.175 8 M16 Y. -1.018 -3.054 35.175 40.056 9 M42 Y -2.565 -2.565 0 3.875 10 M52A Y -2.376 -6.448 1.006 _ 5.888 11 M52A Y -6.448 -10.521 5.888 10.769 12 M52A Y -10.521 -12.557 10.769 15.65 13 M52A Y -12.557 -10.521 15.65 20.531 14 M52A Y -10.521 -6.448 20.531 25.413 15 M52A Y -6.448 -2.376 25.413 30.294 16 M53A Y -3.054 -3.054 1.987 11.75 17 M54 Y -.078 -4.146 9.77e-15 4.887 18 M54 Y -4.146 -7.197; 4.887 9.774 19 M54 Y -7.197 -9.231 9.774 14.661 20 M54 Y -9.231 -10.247 14.661 19.548 21 M54 Y -10.247 -10.247 19.548 24.435 22 . M54 Y -10.247 -9.231 24.435 29.322 23 M54 Y -9.231 -7.197 29.322 34.209 24 M54 Y ! -7.197 -4.146 34.209 39.096 25 M54 Y -4.146 -2.112 39.096 43.983 26 M54 Y -2.112 -4.146 43.983 48.87 27 M54 Y -4.146 -7.197 48.87 53.757 28 M54 Y -7.197 -9.231 53.757 58.644 29 M54 Y -9.231 -10.247 58.644 63.531 30 M54 Y -10.247 -10.247 63.531 68.418 31 M54 Y -10.247 -10.247 68.418 73.305 32 M54 Y -10.247 -10.247 73.305 78.192 33 M54 Y -10.247 -10.247 78.192 83.079 34 M54 Y -10.247 -9.231 83.079 87.966 35 M54 Y -9.231 -7.197 87.966 92.853 36 M54 Y -7.197 -4.146`. 92.853 97.74 RISA-3D Version 15.0.1 [l..\...\...\...1...\...\...\...\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 12 Company : SML Engineers 3 Designer : R.Begic,EIT JNumber 1039-17 Checked By.J.Light,PE Model Name : Tesla Storefront-Washington Square Mall Exterior Member Distributed Loads (BLC 8:BLC 3 Transient Area Loads) (Continued) Member Label Direction Start Magnitude[Ib/ft,F] End Magnitude[Ibfft,F] Start Location[in..End I ocation[in,... 1032 M88 Z .212 .212 1.08e-12 3 1033 M98 Z .212 .212 6.537e-13 3 1034 M108 Z .212 .212 2.834e-14` 3 10351 M118 Z .127 .127 0 3 1036 M129 Z .206 .206 .189 200.513 1037 M130 Z .206 .206 .189 200.513 Member Area Loads (BLC 1 : DL) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[psf] 1 N24 N22 N56 N58 Y Two Way -5 2 N74 N87 N157 N159 Y Two Way -5 3 N159 N140 N142 N74 Y Two Way -5 4 N3 N15 N13 Ni Y Two Way -5 5 N136 N148A N146A N134 Y Two Way -5 6 N87 N88 N158 N157 Y Two Way -5 7 N22 N30 N60 N56 Y Two Way -5 8 N33 N34 N148 N147 Y Two Way -5 9 N24 N33 N147 N142 Y Two Way -5 Member Area Loads (BLC 2: Ex) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[psf] 1 N24 N22 N56 N58 X Two Way 1.7 2 N74 N87 N157 N159 X. Two Way 1.7 3 N159 N140 N142 N74 X Two Way 1.7 4 N3 N15. N13 N1 X Two Way 1.7 5 N136 N148A N146A N134 X Two Way 1.7 6 N87 N88 N158 N157 X Two Way 1.7 7 N22 N30 N60 N56 X Two Way 1.7 8 N33 N34 N148 N147 X Two Way 1.7 9 N24 N33 N147 N142 X Two Way 1.7 Member Area Loads (BLC 3 : Ez) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[psf] 1 N24 N22 N56 N58 Z Two Way 1.7 2 N74 N87 N157 N159 Z Two Way 1.7 3 N159 N140 N142 N74 Z Two Way 1.7 4 N3 N15 . N13 N1 Z Two Way 1.7 5 N136 N148A N146A N134 Z Two Way 1.7 6 N87 N88 N158 N157 Z Two Way 17 7 N22 N30 N60 N56 Z Two Way 1.7 8 N33N34 N148 N147 Z Two Way 1.7 9 N24 I N33 1 N147 N142 Z Two Way 1.7 Member Area Loads (BLC 4: Ey) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[psf] 1 N24 N22 N56 N58 Y Two Way -.7 2 N74 N87 _ N157 N159 Y Two Way -.7 3 N159 N140 N142 N74 Y Two Way -.7 4 N3 N15 N13 N1 Y Two Way -.7 RISA-3D Version 15.0.1 [1...\...\...\...\...\...\...1...\...1...\1039-17 Tesla Space Truss- ExteriorJL.r3d] Page 78 Company : SML Engineers Designer R.Beg1039-1c,Eli IIIRISA Job Number 1039-17 Checked By.J.Light,PE Model Name : Tesla Storefront-Washington Square Mall Exterior Member Area Loads (BLC 4 : Ey) (Continued) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[psf] 5 N136 N148A N146A N134 Y Two Way -.7 6 N87 N88 N158 N157 Y Two Way -.7 7 N22 N30 N60 N56 Y Two Way -.7 8 N33 N34 N148 N147 Y Two Way -.7 9 N24 N33 N147 N142 Y Two Way -.7 Basic Load Cases BLC Description Category X Gray..Y Gray..Z Gray... Joint Point Distrib...Area(... Surfac... 1 DL DL -1 7 9 2 Ex ELX .241 .241 11 9 3 Ez ELZ .241 .241 11 9 4 Ey ELY -.241 11 9 5 WL WL 4 6 BLC 1 Transient Area Loa... : None 1340 7 BLC 2 Transient Area Loa... None 1037 8 BLC 3 Transient Area Loa... None 1037 Load Combinations Description So..P... S... BLCFac..BLC Factor BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac... 1 IBC 16-1(a)(1.4DL)Yes Y DL 1.4 2 IBC.16-5(a) Yes Y DL 1.2 ELX 1 3 IBC 16-5(b) Yes Y DL 1.2 ELZ 1 4 IBC 16-5(c) ;'Yes Y DL 1.2 ELX -1 5 IBC 16-5(d) Yes Y DL 1.2 ELZ -1 6 IBC 16-7(a) Yes Y DL`.9 ELX 1 7 IBC 16-7 (b) Yes Y DL .9 ELZ 1 8 IBC16-7(c) Yes Y DL .9 ELX -1 9 IBC 16-7 (d) Yes Y DL .9 ELZ -1 10 DL Y DL 1 11 DL+E Worst Cas... Y DL .6 ELZ .7 12 IBC 16-3'(b)(a)'Yes Y DL 1.2 WL .5 13 IBC 16-3(b)(b) Yes Y DL 1.2 WL -.5 14 IBC 16-4(a)(a) Yes Y DL 1.2 WL 1 15 IBC 16-4(a)(b) Yes Y DL 1.2 WL -1 16 IBC 16-6(a) Yes Y DL .9 WL 1 i Member AA ADM1-10:LRFD-Building Aluminum Code Checks LC Member Shape UC Max Loc[in_Shear... Loc[in Dir phi*Pnc..phi*Pnt[..phi*Mn...phi*Mn... hi*Vny....hi*Vnz... Cb Eqn 1 1 M1 RT2x3x0.... .036 6.102 .032 3.051 z 10682.... 16065 868.5 1,1,02.5 15.625 290.6252.949 H.1-1 2 1` M2 RT2x3X0... .008 0 .002 'I '0 z 14209.... 16065 868.5 1102.5 5.62,4290.6251.001 H.1-1: 3 1 M3 RT2X3X0.... .022 0 .017 37.063 z 11800.... 16065 868.5 1102.5 315.6254290.62 5 1.632 H.1-1 4 1 M4 RT2X3X0... .013 11.75 .006 11.75 z 14209.... 16065 868.5 1102.5 5315.62 4290.6251.313 H. -1 5 1 M5 RT2X3X0.... .038 0 .009 0 z 11800.... 16065 868.5 1102.5 5315.6254290.6251.181 H.1-1 6 1 M6 RT2X3x0.. .022 ' 11.75 .017 '. 0 v 14209.... 16065 868.5 1102.5 5315.6254290.6252.042 H.1-1 7 1 M7 RT2X3XO.... .068 0 .010 0 z 11800.... 16065 868.5 1102.5 5315.62542 90.62 51.1 02 H.1-1 8 1 M8 RT2x3X0.._: .709 `'39.66 .850 ''42.711; y 10682.... 16065 868.5 1102.5 5315.6254 90.62 5 2.187 H.1-1 9 1 M9 RT2X4X0.... .270 143.68 .011 89.8 z 3664.389 19440 1092.57 1676.25 7340.62 4290.6251.932 H.1-1 RISA-3D Version 15.0.1 [\...\..1...1..\...\...\...\...\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 79 Company : SML Engineers -3 C IRIDesigner : R.Begic,EIT S JNChecked By.J.Light,PE Model Nameumber : Tesla1039-17 Storefront Washington Square Mall Exterior Member AA ADM1-10:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[in] Shear... Loc[in]Dir ph i*Pnc...phi*Pnt[..ph i*Mn...ph i*Mn...phi*Vny... hi*Vnz... Cb Eqn 10 1 M10 RT3X4X0.... `.294 143.68 ` .068 125.72 z 8908.951 22815 1835.635 2205 7340.625 ,.15.6251.672 H.1-1 11 1 M11 RT3X3X0.... .126 125.72 .038 125.72 z 7183.135 19440 1485 1485 5315.625 15.625 1.478 H.1-1 12 1 M12 RT2X4X0.... .020 19.019 .016 15.849 y 12880.... 19440 1092.57 1676.257340.62 290.6252.07 H.1-1` 13 1 M13 RT2X4X0.... .015 17.123 .006 0 z 12424.... 19440 1092.57 1676.25 7340.625 290.6252.342 H.1-1 14 1 M14 RT2X2X0.,,. ! .202 !44.938 .112 `33.703 z 8542.72 12663 621 621 -3290.62 290.625 1.85 H.1-1' 15 1 M15 RT2X2X0.... .409 12 .109 0 y 11136.74 12663 621 621 3290.625 290.6252.179 H.1-1 16 1 M16 RT2X2X0....1 .473 8.426 .434 >30.895 z 8542.72 12663 621 621 3290.62 4290.6251.987 H-1.1+ 17 1 M17 RT2X2X0.... .202 0 .072 0 y 11136.74 12663 621 621 3290.62 290.6251.91 H.1-1 18 1 M18 RT2X2X0.... .751 0 .571 3 y 20666.... 23625 1024.8751024.875 5062.5 5062.5 2.343 H.1-1 19 1 M19 RT2X2X0.... .335 0 .024 0 z 9302.488 12663 621 621 3290.62 290.6252.141 H.1-1 20 1 M20 RT2X2X0.... .087 16;795 'r, .018 0 z 10759.... 12663 621 621 3290.62 4290.6251.087 H.1-1;. 21 1 M21 RT1.25X1.... .371 3.875 .324 0 y 6947.299 7600.5 216 216 1771.87 1771.8752.173 H.1-1 22 1 M22 RT1 25X1.... .275 0 - .197 ' 0 y 6947.299 7600.5 216 216 "1771.87 1771.875 2.27 H•1-1 23 1 M23 RT1.25X1... .211 0 .204 0 y 7016.026 7600.5 216 216 1771.87 1771.8752.075 H.1-1 24 1 M24 RT2X2X0.... .238 33.703 .148 33703 ;z 8542.72 12663 621 621 3290.62 4290.625 1.454 H.1-1,. 25 1 M25 RT2X2X0.... .560 0 .242 0 y 11136.74 12663 621 621 3290.625 290.6252.254 H.1-1 26 1 M27 RT2X2X0.... .460 + 0 .154 0 y 11136.74 12663 621 621 3290.62 4290.6251.915 H.1-1 27 1 M28 RT2X6X0.... .856 0 .348 6 y 34302... 38745 2193.941 4462.5 16555.... 373.4821.765 H.1-1 28 1 M29 RT2X2X0....! .060 35.29 ` .009 0 z 9302488 12663 621 621 3290-6254290.6251.14711.1-1 29 1 M30 RT2X2X0.... .072 16.795 .054 0 z 10759.... 12663 621 621 3290.6254290.6251.806 H.1-1 30 1 M31 RT125X1.... .092 3.875 .208 0 z 6947.2997600.5 216 216 "1771.87 1771,8752.243 H.1=1 31 1 M32 RT1.25X1... .226 3.875 .175 0 z 6947.2997600.5 216 216 1771.8751771.8752.167 H.1-1 32 1 M33 RT1 25X1.... .137 0 .191 0 y`7016.0267600.5 216 216 1771.8751771.8752.201 H.1-1, 33 1 M34 RT2X2X0.... .203 44.938 .107 33.703 z 8542.72 12663 621 621 3290.625 290.6252.555 H.1-1 34 1 M35 RT2X2X0.... .461 i 12 .175 0 y 11136.74 12663 621 621 3290.6254290.6252.249 HA-1 35 1 M37 RT2X2X0.... .251 0 .072 0 y 11136.74 12663 621 621 3290.62 4290.6252.016 H.1-1 36 1 M38 R12X2X0.... .832 0 .342 3 y 20666.,.. 23625 1024.8751024.875 5062.5 5062.5'2.251 H.1-1 37 1 M39 RT2X2X0.... .081 0 .032 0 y 9302.488 12663 621 621 3290.6254290.6252.383 H.1-1 38 1 M40 RT2X2X0.... .057 16.795 .032 0 z 10759.,.. 12663 621 621 3290.6254290.6251.429 H.1-1 39 1 M41 RT-1.25x1... .075 3.875 .170 0 z 6947.2997600.5 216 216 1771.8751771.875 2.006 H.1-1 40 1 M42 RT1 25X1.,. .234 3.875 .215 0 z 6947.299 7600.5 216 216 1771.8751771.8752.183 H.1-1 41 1 M43 RT1.25X1... .164 0 .123 0 y 7016.0267600.5 216 216 1771.8751771.8751.872 H.1-1 42 1 M44 RT2X2X0.... .134 44.938 " _015 33.703!,z 8542.72 12663 621 621 3290.62 4290-625 2.476 H.1-1 43 1 M45 RT2X2X0.... .206 3 .149 0 y 11136.74 12663 621 621 3290.6254290.6252.092 H.1-1 44 1 ` M47 RT2X2x0....; .080 0 .024 0 y 11136.74 12663 621 621 3290.6254290.6251.361 H.1-1 45 1 M48 RT2X2X0.... .485 0 .211 3 y 11136.74 12663 621 621 3290.6254290.6252.098 H.1-1 46 1 M49 RT2X2X0.... .380 2.206 .514 0 z 9302.48$ 12663 621 621 3290.6254290.6253.655 H.1-1 47 1 M50 RT2X2X0.... .032 16.795 .010 0 z 10759.... 12663 621 621 3290.62 4290.6251.673 H.1-1 48 1 M51 RT1.25X1.. .012 3.875 ' .144 3.875 y 6947.2997600.5 216 216 1771.8751771.8751.38 H.1-1` 49 1 M52 RT1.25X1.... .245 3.875 .149 0 z 6947.299 7600.5 216 216 1771.875 771.8751.922 H.1-1 50 1 M52A RT2X2X0...: .056 33.188,` .058 0 y 9468.101 12663 621 621 3290.62 4290.6251.795 H.1-1 51 1 M53 RT1.25X1.... .038 0 .077 0 y 7016.0267600.5 216 216 1771.8751771.8751.103 H.1-1 52 1 M53A RT2X2X0-.. : .216 0 .142 ' 0 z 11156.... 12663 621" 621 1290.6254290.6252.068 1-1.1-1; 53 1 M54 RT2x5X0.... .419 0 .083 0 z 5715.222 22815 1207.347 2340 9365.625 290.625 3.284 H.1-1 54 1! M54A RT2x2x0.., ` .049 0 .015 0 y 9468.101 12663 621 621 3290.62 290-625 2.364 H1-1 55 1 M55 RT2X2X0.... .041 0 .062 0 y 11156.... 12663 621 621 3290.625 290.625 2.28 H.1-1 56 1 M56 RT2X2X0... .372 2.074 .899 0 z 17356.... 23625 1024.8751024.8755062.5 5062.5 1.95 H:1-1, 57 1 M57 RT2x2x0.... .193 10.281 .474 10.281 z 11156.... 12663 621 621 3290.625 290.6252.962 H.1-1 58 1 M58 RT2X2X0... .420 0 .065 ' 0 y 8675.621 12663 621 621 3290.62 290.625 .918 H.1-1 59 1 M59 RT2X2X0.... ,506 0 .068 0 y 8675.621 12663 621 621 3290.625 290.625 2.246 H.1-1 60 1 M60 RT2X2X0..r .486 0 .078 '' 0 y 15784.... 23625 1024.8751024.875 5062.5 5062.5 1.88 H.1-1 61 1 M61 RT2X6X0.... .660 0 .091 0 y 27365.... 38745 2193.941 4462.5 16555.... 373.4821.653 H.1-1 RISA-3D Version 15.0.1 [\...\...\...\...\...\...1...\...\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 80 Company SML Engineers ISA Designer R.Begic,EIT IIIRJob Number : 1039-17 Checked By. J.Light,PE Model Name : Tesla Storefront-Washington Square Mall Exterior Member AA ADMI-10:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[in] Shear... Loc[in]Dirphi*Pnc_.. hi*Pnt[..phi*Mn...phi*Mn...phi*Vny... hi*Vnz... Cb Eqn 62 1 M62 RT1.25X1.. .186 i 0 .025 47.648 y 3854.58 7600.5 216 216 1771.8751771.8752.087 H1-1 63 1 M63 RT1.25X1... .228 0 .023 0 y 3854.58 17600.5 216 216 1771.8751771.8752.119 H.1-1 64 1 M64 RT2X2X0.... .633 0. ` .101 0 y 8675.621 12663 621 621 3290.62 290.6252.443 H,1-1 65 1 M65 RT2X2X0.... .555 0 .098 0 y 7287,549 12663 621 621 3290.625 290.6252.416 H.1-1 66 1 M66 1111.5X1.5. .440 0 .083 0 y 7056 9288 _ 327 327 2278.12 78.1252.321 H1-1 67 1 M67 RT2X2X0.... .382 62.369 .019 0 y 7169.857 12663 621 621 3290.625 290.6252.139 H.1-1 68 1 M68 RT2X2X0..... ..291 ! 0 .019 0 y 6122.775 12663 621 621 3290.62. 290.6252.296 H_1-1 69 1 M69 RT2X2X0.... .453 55 .374 48.125 z 7750.24 12663 621 621 3290.625 290.6253.533 H.1-1 70 1 M70 RT2X2X0... .329 55 .839 0 z 13948.... 23625 1024.8751024.875 5062.5 5062.5 3.275 H-1-1` 71 1 M71 RT2X2X0.... .369 12 .310 0 y 11136.74 12663 621 621 3290.6254290.6252.267 H.1-1 72 1 M72 RT2X2X0.... .380= 12 .214 6 y 11136.74 12663 621 621 3290.62 '290.6252.366 H:1-1 73 1 M73 RT2X2X0.... .087 12 .031 0 y 11136.74 12663 621 621 3290.62 4290.6251.331 H.1-1 74 1 M74 11T2X2X0... .416 2.206 .474 0 z.9302488 12663 621 621 3290.62 4290-625 4.63 H.1-1'. 75 1 M76 RT1.25X1.... .169 3.875 .082 0 z 6947.299 7600.5 216 216 1771.8751771.8752.051 H.1-1 76 1 M77 RT1-25X1.. .230 " 3.875 .180 ` 0 z 6947.299 7600.5 216 216 1771.87 1771.8751.752 H.1-1 77 1 M78 RT1.25X1.... .091 0 .102 0 y 7016.026 7600.5 216 216 1771.87 1771.8752.211 H.1-1 78 1 M79 RT2X2X0... .060 0 .042 55 y 7750.24 12663 621 621 3290.62 4290.6252.59 H.1-1 79 1 M80 RT2X2X0.... .236 55 .093 34.375 z 7750.24 12663 621 621 3290.62 4290.6252.511 H.1-1 80 1 M81 RT2X2X0... .097 0 .041 6 y 11136.74 12663 621 621 3290.62 4290.6252.267 H.1-1. 81 1 M82 RT2X2X0.... .152 12 .054 6 y 11136.7 12663 621 621 3290.625 290.6251,75 H.1-1 82 1 M83 RT2X2X0.... .074 12 .042 0 y 11136.74 12663 621 621 3290.62_ .290:6252.238 83 1 M84 RT2X2X0.... .013 26.468 .026 0 y 9302.48: 12663 621 621 3290.625 290.6251.198 H.1-1 84 1 M85 RT2X2X0-.. .114 0 .048 0 z 10121.-.. 12663 621 621 3290.6253290.6251.839 H.1-1. 85 1 M86 RT1.25X1.... .079 3.875 .062 0 z 6947.29'7600.5 216 216 1771.8751771.8751.088 H.1-1 86 1 M87 RT1.25X1.... .158 3.875 .090 ' 0 z 6947.29*7600.5 216 216 1771.8751771.8752.176 H.1-1' 87 1 M88 RT1.25X1.... .053 3 .054 0 y 7016.02.7600.5 216 216 1771.8751771.8752.175 H.1-1 88 1 M89 RT2X2X0.. .137 30.938, .064 0 z 7750,24 12663 621 621 3290.6253290.6253.504 H.1-1. 89 1 M90 RT2X2X0.... .226 34.375 .066 34.375 z 7750.24 12663 621 621 3290.6253290.6252.066 H.1-1 90 1 M91 RT2X2X0... .023 6 .023 0 y 11136.7. 12663 . 621 621 3290.6253290.625 1.73 1--1-1 91 1 M92 RT2X4X0.... .656 0 .240 6 y 32701.... 37125 1890 2986.875 13162.5 5062.5 1.66 H.1-1 92 1 M93 RT2X2X0... .161 0 .046 0 y 11136.74 12663 621 621 3290.6253290.6252.171 H.1-1 93 1 M94 RT2X2X0.... .020 35.29 .007 0 z 9302.488 12663 621 621 3290.6253290.6251.07 H.1-1 94 1 M95 ' RT2X2X0... .130 0 .041 0 z 10121.... 12663 621 621 3290.6253290.6252.329 H-1-1 95 1 M96 RT1.25X1... .160 3.875 .189 0 z 6947.2997600.5 216 216 1771.8751771.8751.234 H.1-1 96 1 M97 RT1.25X1.. .045 0 .021 3.875 y 6947.29"7600.5 216 216 1771.8751771.8752.149 H.1-1' 97 1 M98 RT1.25X1... .083 0 .099 0 y 7016.0267600.5 216 216 1771.8751771.8752.059 H.1-1 98 1 M99 . RT2X2X0... .179 0 .064 0 z 7750.24 12663 621 621 3290.6253290.6252.805 H.1-1', 99 1 M100 RT2X2X0.... .262 34.375 .086 34.375 z 7750.24 12663 621 621 3290.6253290.6252.386 H.1-1 100 1 M101 RT2X2X0... .218 0 .078 6 y 11136.74 12663 621 621 3290.6253290.6252.37 H•1-1 101 1 M102 RT2X4X0.... .926 0 .318 3 y 32701.... 37125 1890 2986 875 13162.5 5062.5 2.064 H.1-1 102 1 M103 RT2X2X0... .329 0 .106 0 y 11136.7. 12663 621 621 3290.6253290.6252.061 H-1-1 103 1 M104 RT2X2X0.... .077 35.29 .011 0 z 9302.488 12663 621 621 3290.6253290.6252.429 H.1-1 104 1 M105 RT2X2X0... .140 0 .041 0 z 10121.... 12663 621 621 32.90.6253290.6251.083 H.1-1` 105 1 M106 RT1.25X1... .024 0 .136 0 z 6947.2997600.5 216 216 1771.8751771.8752.168 H.1-1 106 1 M107 RT1.25X1.-. .177 <3.875 .116 0 z 6947.29.7600.5 216 216 1771.8751771.8752.186 H.1-1 107 1 M108 RT1.25X1.... .200 0 .191 0 y 7016.026 7600.5 216 216 1771.8751771.8752.188 H.1-1 108 1 M112 RT2X2X0... .764 0 .447 3 y 20666.... 23625 1024.8751024.875 5062.5 5062.5 2.263 H-1-1' 109 1 M113 RT2X2X0.... .101 0 .016 0 y 11136.74 12663 621 621 3290.6253290.6252.017 H.1-1 110 1 ' M114 RT2X2X0... .231 0 .018 0 z 9302.488 12663 621 621 3290.6253290.6252.13 11.1-1 111 1 M115 RT2X2X0.... .365 8.426 .146 0 z 8542.72 12663 621 621 3290.6253290.6252.355 H.1-1 112 .1 M116 RT125X1... .343 3.875 ' .315 0 y 6947:299 7600.5 216 216 1771.8751771.8752.178 H:1-1. 113 1 M116A RT2X2X0.... .156 30.895 .046 0 z 8542.72 12663 621 621 3290.6253290.6253.316 H.1-1 RISA-3D Version 15.0.1 (�..\...\...t...\...\...\...�...\...1...\1039-17 Tesla Space Truss- Exterior J<_.r3d] Page 81 • Company : SML Engineers 7 " Designer : R.Begic,EIT IiIRISA Job Number : 1039-17 Checked By. J.Light,PE Model Name : Tesla Storefront-Washington Square Mall Exterior Member AA ADM1-10:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[in] Shear... Loc[in]Dirphi*Pnc..phi*Pnt[..phi*Mn...phi*Mn...phi*Vny...phi*Vnz... Cb Eqn 114 1 M117. RT1.25X1... .307 0 .222 0 y 6947.2997600.5 1216 216 1771.87517 71.8752263 H.1-1 115 1 mi 17A RT2X2X0.... .222 3.625 .174 3.625 y 11796.32 12663 621 621 3290.62 53290.62 5 1.522 H.1-1 116 1 M118 RT1.25X1.. .178 0 .147 0 z 7016.0267600.5 216 216 1771.87517 71-875 1.829 H.1-1 117 1 M118A RT2X2X0.... .107 3.625 .172 0 z 11 79 6.3 2 12663 621 621 3290.6253290.6251.641 H.1-1 118 1 M119 RT2X2Xa 315 10.063 .176 0 z 11 289.3 3 12663 621 621 -3290.6253290.6252.216 H.1-11 119 1 M120 RT2X2X0.... .259 10.063 .130 0 y 11 28 9.33 12663 621 621 3290.6253290.6252.244 H.1-1 120 1 M121 RT2X2X0... .457 0 .136 0 y 11136.74 12663 621 621 3290.625 290.625 2238 H.1-1 121 1 M122 RT2X2X0.... .141 12 .035 0 z 11 136.7 4 12663 621 621 42 90.62 5 290.6252.271 H.1-1 122 1 M123 RT2X2X0... .063 0 .032 0 y 11136.74 12663 621 621 .4290.625 290.6251.616 H.1-1' 123 1 M124 RT2X2X0.... .102 0 .040 0 z 10759.... 12663 621 621 4290.6254290.6251.777 H.1-1 124 1 M125 RT2X2X0... .411 !197.1.. .056 36.973 y 6961.111 12663 621 621 4.90.62 42 90.6254.316 H.1-1 125 1 M126 R12X2X0.... .401 197.1... .066 36.973 y 1786.661 23625 1024.8751024.875 5062.5 5062.5 4.295 H.1-1 126 1 i M127 RT2X6X0.-.; .566 2058-4: .075 200.8.. y.27365.... 38745 2193.9414268.24416555.... • 73.4821.413 H.1-1, 127, 1 M128 RT2X2X0.... .670 100.4... .070 200.8... y 13030.... 23625 1024.8751024.875 5062.5 5062.5 1.68 H.1-1 128 1 M129 RT1.25X1... .193 200.8... .021 0 y 3854.58 7600.5 216 210.172 771.87 1771.8751.905 H.1-1 129 1 M130 RT1.25X1.... .238 200.8... .021 0 y 3854.58 7600.5 216 211.148 1771.8751771.8752.026 H.1-1 130 1 M131 RT1.5x1.5J. .208 0 .065 0 v,6042.439 9288 327 327 "78.12 r 78.1252.356 H.1-1 131 1 M132 RT1.5X1.5.. .535 60.875 .097 60.875 y 4069.441 9288 327 327 " 78.12 "278.1252.506 1-1.1-1 132 1 M133 RT2X2X0... .584 60.875 .076 60.875 y 7287;549 12663 621 621 4290.62 4290.6252.342 H.;1-1 133 1 M134 RT1.5X1.5.. .661 43.25 .093 43.25 y 5456.936 9288 327 327 "78.12 "278.1252.496 H.1-1 134 1 ` M135 RT2X5X0... .119 0 .043 35.813 z 17160.... 22815 1207.347 2340 c 65.62 ,4290.6252.174 H.1-1 135 1 M136 RT2X5X0.... .144 60.875 .047 60.875 z 6224.866 22815 1207.347 2340 365.62 542 90.62 5 1.783 H.1-1 136 1 M137 RT2X5X0... .433 43.25 .082 43.25 z 16204.... 22815 1207.347 2340 4.65.62 4290.6252.186 H:1-1 137 1 M138 RT2X3X0.... .032 6.102 .028 3.051 z 10682.... 16065 868.5 1102.5 15.62 54290.625 2.893 H.1-1 138 1} M139 RT2X3X0... .008 0 .005 0 z 14209.... 16065 868.5 1102.5-, 15.625 290.6251.132 H.1-1 139 1 M140 RT2X3X0.... .020 0 .014 37.063 z 11800.... 16065 868.5 1102.5. 15.62 290.6251.899 H.1-1 140 1 M141 RT2X3X0.... .006 0 .008 0 z 14209.... 16065 868.5 1102.5-,,15.62 4290.6251.421 H.1-1 141 1 M142 RT2X3X0.... .029 0 .007 0 z 11800.... 16065 868.5 1102.5.315.6254290.6251.042 H.1-1 142 1 M143 RT2X3X0.... .025 0 .016 0 z 14209.,.. 16065 868.5 1102.5= 15.62 4290.6251.024 H.1-1 143 1 M144 RT2X3X0.... .052 37.063 .010 0 z 11800.... 16065 868.5 1102.5 15.62542 90.62 5 1.2 37 H.1-1 144 1 M145 RT2X3X0.... .489 39.66 .615 42.711 y 10682.... 16065 868.5 1102.5 15.62 4290.6252.026 H.1-11 145 1 M146 RT2X4X0.... .255 143.68 .033 125.72 z 3664.389 19440 1092.57 1676.25 340.6254290.6251.609 H.1-1 146 1` M147 RT3X4X0... .296 " 143.68 .056 125.72 z 8908.951 22815 1835.635 2205 40.62 5-315.625 1.55 H.1-1 147 1 M148 RT3X3X0.... .209 143.68 .021 125.72 z 71 83.13 5 19440 1485 1485 . 15.625 315.6251.873 H.1-1 148 1 M149 . RT2X4X0.... .022 ' 19.019. .021 0 z 12880.... 19440 1092.57 1676.25 340.6254290.6252.192 11.1-1 149 1 M150 RT2X4X0.... .016 17.123 .009 0 z 12424.... 19440 1092.57 1676.25 340.62 542 90.625 2.188 H.1-1 150 1 M179 RT2X2X0... .141 0 .003 0 z 6912.922 12663 621 621 4290.62 4290.6251.972 H.1-1 151 1 M180 RT2X2X0.... .230 0 .012 82.041 y 5620.584 12663 621 621 4290.62 4290.6251.192 H.1-1 152 1 M181 RT2X2X0... .094 82.041 .016 82.041 y 5620.584 12663 621 621 4 90.6254290.6252.469 H.1-1 153 1 M182 RT2X2X0.... .204 0 .033 67.787 y 6743.152 12663 621 621 4290.625 290.6252.113 H.1-1 154 1': M182A RT2X2X0... .190 ' 16.795 .045 0 z 10759.... 12663 621 621 4 90-6254290.6252.246 H.1-1, 155 1 M184 RT2X2X0.... .226 3 .299 0 y 11136.74 12663 621 621 4290.6254290.6252.114 H.1-1 156 1 M185 RT2X2X0... .175 0 .007 0 z 10848.... 12663 621. 621 ,4290.62 x290.6251.696 H.1-1 157 2 M1 RT2X3X0.... .032 0 .029 3.051 z 10682.... 16065 868.5 1102.5. 15.62 4290.6253.264 H.1-1 158 2 M2 RT2x3x0... .009 ' 11.75 .003 0 z 14209.... 16065 868.5 1102.5. 15.6254290.6251.281 H.1-1 159 2 M3 RT2X3X0.... .021 0 .015 37.063 z 11800.... 16065 868.5 1102.5. 15.625 290.6251.143 H.1-1 160 2 M4 RT2X3X0... .016 11.75 .004 = 11.75 z 14209.... 16065 868.5 1102.5- 15.62 c 90.6251.276 H.1-1; 161 2 M5 RT2X3X0.... .035 0 .009 37.063 z 11800.... 16065 868.5 1102.5 315.62 542 90.6251.1 67 H.1-1 162 2 M6 RT2X3X0.... .027 11.75 .017 0 y 14209.... 16065 868.5 1102.5 • 15.62 4290.6251.688 H.1-1 163 2 M7 RT2X3X0...._ .068 0 .008 _ 0 z 11 so0.... 16065 868.5 1102.5. 15.6254290.6251.049 H.1-1 164 _2 M8 ,RT2X3X0.-♦ .561 39.66 .687 42.711 y 10682.... 16065 868.5 1102.5-.15.62.4290.625,;2,2 H:1-1 165 2 M9 RT2X4X0.... .266 143.68 .D14 143.68 y 3664.389 19440 1092.57 1676.25 340.6254290.6252.839 H.1-1 RISA-3D Version 15.0.1 [\...1..1...\..\...\...\...\...\...\..\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 82 Company : SML Engineers Designer : R.Begic,EIT IIIRISA Job Number : 1039-17 Checked By.J.Light,PE Model Name : Tesla Storefront-Washington Square Mall Exterior Member AA ADM9-90:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Locjin Shear... Locjin]Dirphi*Pnc...phi*Pntf. hi*Mn...phi*Mn...phi*Vny....hi*Vnz... Cb Eqn 166 2 M10 RT3X4X0.... .276 143.68 .048 125.72 z 8908.951 22815 835.635 2205 7340.62 • 15.6252.513 H.1-1' 167 2 M11 RT3X3X0.... .116 143.68 .034 143.68 z 7183.135 19440 1485 1485 5315.625» 15.6252.187 H.1-1 168 2 M12 RT2X4X0.... .018 15.849 .010 15.849 y 12880.... 19440 1092.57 1676.25 7340.62 4290.6251.975 H.1-1 169 2 M13 RT2X4X0.... .021 54.794 .003 54.794 y 12424.... 19440 1092.57 1676.25 7340.625 290.6252.396 H.1-1 170 2 M14 RT2X2X0.... .192 44.938 .108 44.938 z 8542.72 12663 621 621 .3290.6254290.6251.663 H.1-1 171 2 M15 RT2X2X0.... .388 12 .100 12 y 11136.74 12663 621 621 3290.625 290.6252.174 H.1-1 172 2 M16 RT2X2X0._. .376 8.426 .350 30.895 z 8542.72 12663 621 621 :3290.62 90.6251.968 H:1-1 173 2 M17 RT2X2X0.... .210 0 .074 12 y 11136.74 12663 621 621 3290.6254290.6252.033 H.1-1 174 2 M18 RT2X2X0.. .628 0 .468 3 y 20666.... 23625 1024.8751024.8755062.5 5062.5 2.341 H.1-1 175 2 M19 RT2X2X0.... .278 0 .013 35.29 z 9302.488 12663 621 621 3290.6254290.6252.149 H.1-1 176 2 M20 RT2X2x0... .088 16.795 .013 16.795 z 10759.... 12663 621 621 3290.6254290.6251.053 H.1-1 177 2 M21 RT1.25X1... .281 3.875 .266 0 y 6947.299 7600.5 216 216 1771.8751771.8752.171 H.1-1 178 2 M22 RT1.25X1.... .257' 0 .186 0 y 6947.2997600.5 216 216 1771.8751771.8752.266 H.1-1 179 2 M23 RT1.25X1... .233 0 .189 0 y 7016.026 7600.5 216 216 1771.87 1771.8751.901 H.1-1 180 2 M24 RT2X2X0... .234 33.703 .143; 44.938 z 8542.72 12663 621 621 3290.6254290.6251.279 H:1-1 181 2 M25 R12X2X0.... .535 0 .231 12 y 11136.74 12663 621 621 3290.6253290.6252.253 H.1-1 182 2 M27 RT2X2X0... .446 0 .149 12 y 11136.74 12663 621 621 3290.62 290.6251.951 H1-1 183 2 M28 R12X6X0.... .734 0 .297 12 y 34302.... 38745 2193.941 4462.5 16555.... 373.4821.766 H.1-1 184 2 M29 RT2X2X0.. .072 35.29, .012 0 z 9302.488 12663 621 621 '3290.625 290.6251.203 H1-1' 185 2 M30 RT2X2X0.... .069 16.795 .049 0 z 10759.... 12663 621 621 3290.625 290.6251.718 H.1-1 186 2 M31 RT1.25X1..♦. .092 3.875 .181 3.875` z 6947.2997600.5 216 216 1771.8751771.8752.246 H.1-1 187 2 M32 RT1.25X1... .171 3.875 .138 0 z 6947.299 7600.5 216 216 1771.87 1771.8752.165 H.1-1 188 2 M33 RT1.25X1.. .120 0 .165 3 y 7016-0267600.5 216 216 1771.8751771.8752;198 H.1-1 189 2 M34 RT2X2X0.... .212 33.703 .109 44.938 z 8542.72 12663 621 621 3290.625290.6252.314 H.1-1 190 2 M35 RT2X2X0.... .451 12. .172 12 y 11136.74 12663 621 621 3290.625 290.6252.251 H:1-1' 191 2 M37 RT2x2xo.... .262 0 .073 12 y 11136.74 12663 621 621 3290.6254290.6252.094 H.1-1 192 2 M38 RT2X2X0... .716 0 .302 3 y 20666.... 23625 1024.8751024.875'5062.5 5062.5 2.259 H1-1 193 2 M39 RT2X2X0.... .085 35.29 .032 0 y 9302.488 12663 621 621 3290.62 4290.6252.349 H.1-1 194 2 M40 RT2X2X0...• .059 16.795 .029 0 z 10759.... 12663 621 621 3290.6254290.6251.324 H.1-1 195 2 M41 RT1.25X1... .080 3.875 .154 0 z 6947.299 7600.5 216 216 1771.8751771.8751.969 H.1-1 196 2 M42 RT1.25x1..;, .211 3.875 .193 0 z69472997600.5 216 216 1771.875 771.8752.138 H1-1 197 2 M43 RT1.25X1... .140 0 .105 3 y 7016.0267600.5 216 216 1771.8751771.8751.866 H.1-1 198 2 M44 RT2X2X0... " .119 44.938, .012 22.469 z 8542.72 12663 621 621 4290.62 4290.6252.299 H1-1' 199 2 M45 RT2X2X0.... .181 3 .110 0 y 11136.74 12663 621 621 4290.62 290.6252.026 H.1-1 200 2 M47 RT2X2X0...• .097 0 .033 ; 12 y 11136.74 12663 621 621 4290.6254290.6251.585 H.1-1; 201 2 M48 RT2X2X0.... .411 0 .186 3 y 11136.74 12663 621 621 4 90.6254290.6252.108 1.1.1-1 202 2 M49 RT2X2x0..• .311 2.206 .447 0 z 9302.-488 12663 621 621 4290.62 4290.6253.352 H.1-1 203 2 M50 RT2X2X0.... .Q29 16.795 .005 0 z 10759.... 12663 621 621 4290.6254290.6252.127 H.1-1 204 2 M51 RT1.25X1.. .017 0 .125 0 z 69472997600.5 216 216 " 771.87 1771.8751.455 H.1-1 205 2 M52 RT1.25X1.... .205 3.875 .131 0 z 6947.299 7600.5 216 216 1771.87 1771.8751.933 H.1-1 206 2 M52A RT2X2X0... .034 ` 33.188 .050 0 y 9468 101 12663. 621 621 c 90.62 4290.6251.515 H.1-1 207 2 M53 RT1.25X1... .030 0 .064 3 y 7016.0267600.5 216 216 1771.8751771.8751.048 H.1-1 208 2 M53A RT2X2X0...;. .217 0 .138 11.75 z 11156.. . .12663 621 621 4290.6254290.6251.828 H.1-1 209 2 M54 RT2X5X0.... .351 0 .077 0 z 5715.222 22815 1207.347 2340 �365.6254290.6253.038 H.1-1 210 2 M54A" RT2X2X0... .081 0 .013 0 y 9468.101 12663 621 621 4290.62 4290.6252.355 H.1-1,` 211 2 M55 RT2X2X0.... .061 0 .058 0 y 11156.... 12663 621 621 4290.6254290.6252.281 H.1-1 212 2 M56 RT2X2X0...• .294 2.074 .776 0 z 17356.... 23625 1024.8751024.8755062.5 5062.5'2.359 H.1-1 213 2 M57 RT2X2X0.... .161 0 .426 11.75 z 11156.... 12663 621 621 4290.6254290.6252.459 H.1-1 214 2 M58 RT2X2X0...- .406 0 .060 0 y 8675621 12663 621 621 ''4 90.62 290.6251.902 H1-1 215 2 M59 RT2X2X0.... .477 0 .064 0 y 8675.621 12663 621 621 4290.6254290.6252.243 H.1-1 216 2 M60 RT2X2X0.:.. .416 0 .069 0 y 15784.... 23625 1024.8751024.675 5062.5 5062.5 1.846 H.1-1 217 2 M61 RT2X6X0.... .558 0 .081 0 y 27365.... 38745 2193.941 4462.5 16555.... ,373.4821.649 H.1-1 RISA-3D Version 15.0.1 [\...\...\...\...\...\...\...1...1...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 83 Company : SML Engineers RISA Designer : RBeg1039-1c,EIT IIIRJob Number 1039-17 Checked By.).Light,PE Model Name : Tesla Storefront-Washington Square Mail Exterior Member AA ADM1-10:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[inl Shear... Loc[inj Dirphi*Pnc..phi*Pnt[..phi*Mn...phi*Mn...phi*Vny....hi*Vnz... Cb Eqn 218 2 M62 RT1.25X1.., .163 0 .024 47,648- y 3854.58 7600.5 216 216 1771.87 1771.8752.075 H.1-1, 219 2 M63 RT1.25X1... .200 0 .022 0 y 3854.58 7600.5 216 216 1771.8751771.8752.216 H.1-1 220 2 M64 RT2X2X0.... .534 0 .088 0 y 8675.621 12663 621 621 3290.625 290.6252.442 H;1-1 221 2 M65 RT2X2X0.... .479 0 .087 0 y 7287.549 12663 621 621 3290.6254290.6252.415 H.1-1 222 2 M66 RT1.5X1.5.. .385 0 .072 0 y 7056 9288 327 327 2278.125! 78.1252.32 H.1-1- 223 2 M67 RT2X2X0.... .365 62.369 .014 0 y 7169.857 12663 621 621 3290.6254290.6252.145 H.1-1 224 2 M68 RT2X2X0... .278 0 .019 0 y 6122.775 12663 621 621 3290.62 4290.6252.293 H1-1 225 2 M69 RT2X2X0.... .383 55 .320 55 z 7750.24 12663 621 621 3290.6254290.6253.372 H.1-1 226 2 M70 RT2X2X0... .256 ' 55 .701 0 z 13948.... 23625 1024.8781024-8785062.5 5062.5 3.207 1-1:1-1 227 2 M71 RT2X2X0.... .316 12 .264 12 y 11136.74 12663 621 621 3290.6254290.6252.271 H.1-1 228 2 M72 RT2X2X0... .328 12 .184 12 i y 11136.74 12663 621 621 3290.62 4290.6252.339 H1-1. 229 2 M73 RT2X2x0.... .113 12 .043 12 y 11136.74 12663 621 621 3290.625 290.6251.907 H.1-1 230 2 M74 RT2X2X0... ,367 2.206 .398 2.206 z 9302A88 12663 621 621 ,3290.6254290.6254.357 H.1-1 231 2 M76 RT1.25X1..., .152 3.875 .069 3.875 z 6947.299 7600.5 216 216 1771.8751771.875 2.043 H.1-1 232 2 M77 RT1.25X1.... .210 3.875 .155 3.875 z 6947.299 7600.5 216 216 1771.87 1771.8751.723 H.1-1 233 2 M78 RT1.25X1.... .076 0 .085 3 y 7016.026 7600.5 216 216 1771.8751771.8752.209 H.1-1 234 2 M79 RT2X2X0... .033 0 .037 55 z 7750.24 12663 621 621 3290.62 4290.6252.662 H:1-1. 235 2 M80 RT2X2X0.... .170 55 .074 34.375 z 7750.24 12663 621 621 3290.6254290.6252.716 H.1-1 236 2 M81 RT2X2X0.... .094 ' 0 ,041 6 y 11136.74 12663 621 621 3290.62 4290.6252.284 H.1-1 237 2 M82 RT2X2X0.... .132 12 .048 6 y 11136.74 12663 621 621 3290.62 4290.6251.742 H.1-1 238 2 M83 RT2X2X0... .030 12 .024 0 ;i y 11136.74 12663 621 621 3290.6254290.6251.922 H.1-1 239 2 M84 RT2X2X0.... .034 35.29 .028 0 z 9302.488 12663 621 621 3290.6254290.6251.637 H.1-1 240 2 M85 RT2X2X0... .075 'i 0 .037 0 z 10121.... 12663 621 , 621 :3290.625 290.6251.702 H;1-1 241 2 M86 RT1.25X1.... .065 3.875 .049 3.875 z 6947.2997600.5 216 216 1771.87 1771.8752.041 H.1-1 242 2 M87 RT1.25X1... .129 3.875 .073 1 3.875 z 8847-2887600.5 216 216 1771.87 771.8752.191 H-1-1 243 2 M88 RT1.25X1... .046 3 .046 3 y 7016.0267600.5 216 216 1771.8751771.8752.179 H.1-1 244 2 M89 R12X2X0.... .092 30.938 .056 30.938 z 7750.24 12663 621 621 3290.6254290.6253.644 H.1-1 245 2 M90 RT2X2X0.... .163 34.375 .049 34.375 z 7750.24 12663 621 621 3290.6254290.6251.996 H.1-1 246 2 M91 RT2X2X0... .019 6 .016 " 6 y.11136.74 12663 621 621 3290.62 '290.6251.875 H.1-1 247 2 M92 RT2X4X0.... .547 0 .200 6 v 32701.... 37125 1890 2986.875 13162.5 5062.5 1.666 H.1-1 248 2 M93 RT2X2x0... .102 0 .029 0 y 11136.74 12663 621 621 3290.62 4290.6252.149 H.1-1, 249 2 M94 RT2X2X0.... .015 0 .011 0 z 9302.488 12663 621 621 3290.6254290.6251.076 H.1-1 250 2 . M95 RT2X2X0... .092 0 .033 0 z 10121.... 12663 621 621 3290.62 4290.6252.369 H.1-1. 251 2 M96 RT1.25X1... .130 3.875 .158 0 z 6947.299 7600.5 216 216 1771.8751771.8751.137 H.1-1 252 2 M97 RT1.25X1.. .032 0 .016 3.875 y 6947.2997600.5 216 216 1771.87, 1771.8752.151 H.1-1 253 2 M98 RT1.25X1.... .069 0 .082 0 y 7016.0267600.5 216 216 1771.8751771.8752.058 H.1-1 254 2 M99 RT2X2X0... .133 0 .057 30.938 z 7750.24 12663 621 621 3290.62 '290.6252-762H.1-1 255 2 M100 RT2X2X0.... .196 34.375 .051 34.375 z 7750.24 12663 621 621 3290.6254290.6252.396 H.1-1 256 2 M101 RT2X2X0... .178 0 .064 6 y 11136.74 12663 621 621 3290.6254290.6252.365 11.1-1, 257 2 M102 RT2X4X0.... .778 0 .271 3 y 32701.... 37125 1890 2986.875 13162.5 5062.5 2.062 H.1-1 258 2 M103 RT2X2X0.... .238 < 0 .080 0 y 11136.74 12663 621 621 3290.62 4293.625 1.94 H.1-1 259 2 M104 RT2X2Xo.... .039 35.29 .004 35.29 z 9302.488 12663 621 621 3290.6254290.6252.425 H.1-1 260 2 M105 RT2X2X0... .098 .0 .031 0 z 10121.... 12663 621 621 3290.6254290.6251.075 H:1-1' 261 2 M106 RT1.25X1... .030 0 .121 0 z 6947.299 7600.5 216 216 1771.87 1771.8752.172 H.1-1 262 2 M107 RT1.25X1... .153 3.875 .097 ; 3.875 z 6947:2997600.5 216 216 1771,8751771.8752.301 H.1-1 263 2 M108 RT1.25X1... .164 0 .159 0 y 7016.026 7600.5 216 216 1771.8751771.8752.189 H.1-1 264 2 M112 RT2X2X0...! .662 0 ` .394 3 y 20666..,. 23625 1024.8751024.875 5062.5 5062.5 2.261 H.1-1' 265 2 M113 RT2X2X0.... .063 0 .009 12 z 11136.74 12663 621 621 3290.6254290.6251.599 H.1-1 266 2 M114 RT2X2X0... .216 0 .024 0 '! z 9302.488 12663 621 621 3290.62 4290.6252.133 H.1-1` 267 2 M115 RT2X2X0.... .345 8.426 .128 8.426 z 8542.72 12663 621 621 3290.6254290.6252.401 H.1-1 268 2 M116 RT1.25X1.._ .321 3.875 .274 0 y 6947.2997600.5 216 216 1771.87 771.8752.178 H.1-1. 269 2 M116A RT2X2X0.... .120 30.895 .044 30.895 z 8542.72 12663 621 I 621 3290.625 290.6253044 H.1-1 RISA-3D Version 15.0.1 [\...\...\...1..\...\...\...\...\...\ ..\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 84 Company : SML Engineers q 1 I IRISA Designer : R.Begic,EIT J.Light,PE J : 9 y. Modelob NameNumber : Tesla103Storefront17 -Washington Square Mall Exterior Checked B Member AA ADM1-10:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[inl Shear... Loc[iniDirphi*Pnc..phi*Pnt[..phi*Mn...phi*Mn...phi*Vny....hi*Vnz... Cb Eqn 270 2 M117 RT125X1... .243 ' 0 .167 0 y 6947.299 7600.5 216 216 1771.8751771.8752.261 H.1-1! 271 2 M117A RT2X2X0.... .204 3.625 .136 3.625 y 11796.32 12663 621 621 32 90.6254290.625 1.537 H.1-1 272 2 M118 RT1?25X1.... .139 3 .139 0 z 7016.026 7600.5 216 216 1771.8751771.8752.212 H.1-1 273 2 M118A RT2X2X0.... .066 3.625 .120 0 z 11796.321 12663 621 621 3290.6254290.6251.878 H.1-1 274 2` M119 RT2X2X0.... .226 10.063 ' .123 0 z 11289.33 12663 621 621 3290.62 6290.6252.218 H.1-1,, 275 2 M120 RT2X2X0.... .196 10.063 .099 0 y 11289.33 12663 621 621 3290.62 290.6252.244 H.1-1 276 2 M121 RT2X2X0.... .384 0 .106 0 y 11136.74 12663 621 621 3290.62 4290.6252.238 H.1-1, 277 2 M122 RT2X2X0.... .115 12 .030 0 z 11136.74 12663 621 621 32 90.6254290.625 2.272 H.1-1 278 2 M123 RT2X2X0.... .051 0 .019 12 y 11136.74 12663 621 621 3290.62 4290.6251.631 H.1-1 279 2 M124 RT2X2X0.... .073 0 .023 0 z 10759.... 12663 621 621 3290.62 4290.6251.784 H.1-1 280 2""". M125 RT2X2X0.... .330 197.1... .052 36.973 y43961.111 12663 621 621 3290.62 4290.6254.287 H.1-1 281 2 M126 RT2X2X0.... .314 197.1... .063 36.973 y 1786.661 23625 1024.8751024.875 5062.5 5062.5 4.251 1-.1-1 282 2 M127 RT2X6X0....';-.474 200.8...' .066 200.8... y 27365.... 38745 2193.941 4268.691 16555.... 73.4821.415 H.1-1 283 2 M128 RT2X2X0.... .553 100.4... .062 200.8... y 13030.... 23625 1024.8751024.875 5062.5 5062.5 1.701 H.1-1 284 2 M129 RT125X1.... .153 200.8... .019 (87.855 y 3854:58 7600.5 216 210.358 1771.8751771.8751.927 H:1-1, 285 2 M130 RT1.25X1... .187 200.8... .018 0 y 3854.58 7600.5 216 210.441 1771.8751771.8751.937 H.1-1 286 2 M131 RT1.5X1.5... .176 0 .056 0 v 6042.439 9288 327 327 2278.12 78.1252.386 HA-1 287 2 M132 RT1.5X1.5... .460 60.875 .085 60.875 y 4069.441 9288 327 327 2278.12 s 78.1252.498 H.1-1 288 2 M133 RT2X2X0.... .490 60.875 i .062 60.875 ;y 7287.549 12663 621 621 3290.62 4290.6252.349 H.1-1; 289 2 M134 RT1.5X1.5... .564 43.25 .081 43.25 y 5456.936 9288 327 327 2278.125' 78.1252.497 H.1-1 290 2 i' M135 RT2X5X0.... .091 22.383 ' .033 35.813 z 17160.... 22815 1207.347 2340 9365.62 4290.6252.176 H.1-1 291 2 M136 RT2X5X0.... .120 60.875 .043 60.875 z 6224.866 22815 1207.347 2340 b365.62 4290.6251.778 H.1-1 292 2 M137 RT2X5XO.... .378 43.25 .069 43.25 z 16204- 22815 1207.347 2340 9365.62 4290.6252.184 H.1-1' 293 2 M138 RT2X3X0.... .029 6.102 .023 48.813 z 10682.... 16065 868.5 1102.5 5315.62 4290.6252.644 H.1-1 294 2 M139 RT2X3XO.... .006 0 .006 0 z 14209.... 16065 868.5 11102.5 5315.62 4290.6252.254 H.1-1. 295 2 M140 RT2X3XO.... .015 0 .014 37.063 z 11800.... 16065 868.5 1102.5 5315.6254290.6251.66 H.1-1 296 2 M141 RT2X3X0....} .005 0 .009 0 z 14209.... 16065 868.5 1102.5 5315.62 4290.6252.042 H.1-1. 297 2 M142 RT2X3X0.... .024 37.063 .008 0 z 11800..•. 16065 868.5 1102.5 5315.6254290.6251.824 H.1-1 298 2 M143 RT2X3X0.... .018 0 .013 0 z 14209.... 16065 868.5 1102.5 5315.6254290.6251.151 H.1-1. 299 2 M144 RT2X3X0.... .058 37.063 .008 0 z 11800.... 16065 868.5 1102.5 5315.62 54290.62 5 1.648 H.1-1 300 2 M145 RT2X3X0... ` .473 39.66 .557 42.711 ,y 10682.... 16065 868.5 1102.5 5315.62 4290.6251.996 H.1-1 301 2 M146 RT2X4X0.... .207 116.74 .020 143.68 z 3664.389 19440 1092.57 1657.9347340.625 290.6251.285 H.1-1 302 2 M147 RT3X4X0....;, .221 143.68 .058 125.72';z 8908:951 22815 1835.635 2205 7340,62 -315.6251.201 H.1-1`. 303 2 M148 RT3X3X0.... .167 143.68 .015 143.68 z 7183.135 19440 1485 1485 5315.625.315.6251.472 H.1-1 304 2 M149 RT2X4X0.... .024 19.019 .023 0 z 12880.... 19440 1092.57 1676.25 7340.6254290.6252.103 H.1-1 305 2 M150 RT2X4X0.... .020 17.123 .013 0 z 12424.... 19440 1092.57 1676.25 7340.6254290.6252.132 H.1-1 306 2 M179 RT2X2x0.... .121 0 .004 65.632 z 6912:922 12663 621 621 3290.6254290.625 1.985 H.1-1 307 2 M180 RT2x2X0.... .163 10.255 .010 82.041_y 5620.584 12663 621 621 3290.6256290.6251.167 H.1-1 308 2 M181 RT2x2x0.... .077 82.041 .013 82.041 y 5620.584 12663 621 621 3290.62 4290.6252.446 H.1-1 309 2 M182 RT2x2x0.... .155 0 .029 67.787 y 6743.152 12663 621 621 3290.6254290.625 2.104 H.1-1 310 2 M182A RT2X2X0... .152 :16.795'; .033 16.795 iz 10759.... 12663 621 621 3290.62 4290.6252.287 H.1-1 311 2 M184 RT2X2X0.... .187 3 .245 3 y 11136.74 12663 621 621 3290.62 42 90.62 5 2.041 H.1-1 312 2 M185 RT2X2X0... .157 0 .008 !15.661 z 10848.... 12663 . 621 621 3290.6254290.6251.95 H.1-1 313 3 M1 RT2X3X0.... .030 6.102 .028 48.813 z 10682.... 16065 868.5 1102.5 5315.6254290.6253.013 H.1-1 314 3 M2 RT2X3XO.... .009 11.75 .002 `11.75 z 14209.... 16065 868.5 1102.5 5315.62 4290.6251.045 H.1-1 315 3 M3 RT2X3X0.... .027 23.164 .019 37.063 z 11800.... 16065 868.5 1102.5 5315.6254290.6251.471 H.1-1 316 3 M4 RT2x3X0....; .013 11.75 .007 11.75 z 14209.... 16065 868.5 1102.5 5315.62 42 90.625 1.458 H.1-1 317 3 M5 RT2X3X0.... .026 0 .007 37.063 z 11800.... 16065 868.5 1102.5 5315.62 4290.6251.024 H.1-1 318 3 M6 RT2X3X0...' .017 ''< 11.75 .012 0 y 14209.... 16065 868.5 1102.5 5315.62 4290.6252.178 H.1-1` 319 3 M7 RT2X3X0.... .055 37.063 .007 0 z 11800.... 16065 868.5 1102.5 5315.6254290.625 1.239 H.1-1 320 3 M8 RT2X3X0.... .606 '39.66 .672 42.711 ±:y 10682.... 16065 868.5 1102.5 5315.62542916252215111-1 321 3 M9 RT2X4X0.... .295 143.68 .009 89.8 z 3664.389 19440 1092.57 1676.25 7340.6254290.6252.19 H.1-1 RISA-3D Version 15.0.1 [\...\...\...1..\...\...\...1...\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 85 Company : SML Engineers It Designer : R.Begic,EIT ` 4 J.Light,PE Job 039By ModelNumber :Name : T1esla17 Storefront-Washington Square Mall Exterior Checked Member AA ADM9-90:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[in] Shear... Loc[in] Dirphi*Pnc..phi*Pnt[..phi*Mn...phi*Mn...phi*Vny...phi*Vnz... Cb Eqn 322 3 M10 RT3X4X0... .229 143.68 .062 125.72; z 8908.951 22815 1835.635 2205 7340.625 15.625 1.71 H.1-1 323 3 M11 RT3X3X0.... .117 143.68 .027 143.68 z 7183.135 19440 1485 1485 5315.625 315.625 1.616 H.1-1 324 3 M12 RT2X4X0... .029> 15.849 .014 15.849 y 12880.... 19440 1092.57 1676.25 7340.62 290.6251.825 H:9-1 325 3 M13 RT2X4X0.... .024 54.794 .005 17.123 z 12424.... 19440 1092.57 1676.25 7340.6254290.6252.328 H.1-1 326 3 M14 RT2X2X0.... .178 44.938 .113 ' 44.938 z 8542.72 12663 621 621 3290.62 4290.625 1.813 H:1-1; 327 3 M15 RT2X2X0.... .409 12 .114 12 y 11136.74 12663 621 621 3290.625 290.6252.178 H.1-1 328 3 M16 RT2X2X0.... .411 8.426 .431 30.895 z 8542.72 12663 621 621 .3290.62 4290.6251.986 H.1-1 329 3 M17 RT2X2X0.... .187 0 .079 12 y 11136.74 12663 621 621 3290.62 4290.625 1.908 H.1-1 330 3 M18 RT2X2X0... .616 '' 0 .456 3 y 20666.... 23625 1024.8751024.8755062.5 5062.5 2.341 H.1-1 331 3 M19 RT2X2X0.... .295 0 .027 35.29 z • 02,488 12663 621 621 3290.6254290.6252.149 H.1-1 332 3 M20 RT2X2X0... .088 16.795 .017 16.795 z 10759.... 12663 621 621 3290.6254290.6251.282 H.1-1 333 3 M21 RT1.25X1.... .284 3.875 .249 0 y .947.2997600.5 216 216 1771.8751771.8752.164 H.1-1 334 3 M22 RT1.25x1... .226 0 .149 0 y ••47.299 7600.5 216 216 1771.87 1771.875 2.26 H.1-1 335 3 M23 RT1.25X1.... .163 0 .152 0 y 016.026 7600.5 216 216 1771.8751771.8752.115 11.1-1 336 3 M24 RT2X2X0... .232 33.703 .150 44.938 z 8542.72 12663 621 621 3290.6254290.625 2.22 H.1-1' 337 3 M25 RT2X2X0.... .584 0 .256 12 y 11136.74 12663 621 621 3290.6254290.6252.255 11.1-1 338 3 M27 - RT2X2X0... .449 '. 0 .163 12 y 1136.74 12663 621 _ 621 3290.62 4291625 1.885 H1-1. 339 3 M28 RT2X6X0.... .695 0 .277 12 y 34302••.. 38745 2193.941 4462,5 16555.... 373.4821.774 H.1-1 340 3 M29 RT2X2X0... .060 35.29 .012 0 z 4 026488 12663 621 621 3290.6254290.6251.771 H.1-1 341 3 M30 RT2X2X0.... .075 16.795 .059 0 z 10759.... 12663 621 621 3290.62 290.6252.977 H.1-1 342 3 M31 RT1.25X1.. .115 3.875 .183 3.875 z .947.2997600.5 216 216 1771.87 771.8752.197 H.1-1 343 3 M32 RT1.25X1.... .126 3.875 .104 0 z ••47.2997600.5 216 216 1771.875 771.8752.203 H.1-1 344 3 M33 RT1.25X1... .108 0 .149 3 y 016.026 7600.5 216 216 1771.8751771-875 2.198 H.1-1 345 3 M34 RT2x2x0.... .183 33.703 .102 44.938 z 8542.72 12663 621 621 3290.625 290.625 2.233 H.1-1 346 3 M35 RT2X2X0... .450 12 .182 12 y 1136.74 12663 621 621 3290.62 290.625 2.251 H.1-1 347 3 M37 RT2X2X0.... .239 0 .062 12 y 11136.74 12663 621 621 3290.625 290.6251.974 H.1-1 348 3 M38 R12X2X0.... .696 0 .297 3 y 20666.... 23625 1024.8751024.875 5062.5 5062.5'2.267 H:1-1 349 3 M39 RT2X2X0.... .071 0 .021 0 y 4302.488 12663 621 621 3290.6254290.6252.308 H.1-1 350 3 M40 RT2X2X0..... .057 ' 16.795 .033 0 z 10759.... 12663 621 621 3290.62 4290.6251.184 H.1-1 351 3 M41 RT1.25X1.... .093 3.875 .148 0 z ••47299 7600.5 216 216 1771.8751771.8751.908 H.1-1 352 3 M42 RT1.25X1. .196 3.875 .183 0 z w47.2997600.5 216 216 1771.8751771.8751.019H.1-1 353 3 M43 RT1.25X1... .132 0 .097 3 y 016.026 7600.5 216 216 1771.8751771.8751.825 H.1-1 354 3 M44 RT2X2X0.... .155 !44.938 .017 33.703, z 8542.72 12663 621 621 3290.62 4290.6252.742 H:1-1 355 3 M45 RT2X2X0.... .204 3 .143 0 y 11136.74 12663 621 621 3290.6254290.6252.075 H.1-1 356 3 M47 RT2X2X0... .070 0 .021 12 z 11136.74 12663 621 621 3290.6254290.6251.144 11.1-1, 357 3 M48 RT2X2X0.... .416 0 .179 3 y 11136.74 12663 621 621 3290.625 290.6252.132 11.1-1 358 3 M49 RT2x2x0..:- .311 2.206 .422 0 `' z 4 02.488 12663 621 621 3290.62 4290.6252.854 H.1-1 359 3 M50 RT2X2X0.... .031 16.795 .010 0 z 10759.... 12663 621 621 3290.6254290.6251.873 H.1-1 360 3 M51 RT1.25X1... .035 ' 3.875 .125 0 .+ z :47.299 7600.5 216 216 1771.87 1771.8751.657 H.1-1 361 3 M52 RT1.25X1.... .229 3.875 .130 0 z .947.299 7600.5 216 216 1771.8751771.8751.894 H.1-1 362 3 M52A RT2X2X0.... .096 33.188 .072 33.188 z a 68.101 12663 621 621 3290,625 290.6251.642 1111-1 363 3 M53 RT1.25X1.... .030 3 .064 3 z 016.026 7600.5 216 216 1771.8751771.875 1.038 H.1-1 364 3` M53A RT2X2X0.... .271 ` 0 .151 11.75 z 11156.... 12663 621 621 3290.62 4290.6251.937 H.1-1 365 3 M54 RT2X5X0.... .419 0 .106 0 z 715.222 22815 1207.347 2340 9365.6253290.6252.798 H.1-1 366 3 M54A RT2x2x0... .045 ` 0 .014 0 y-z,68.101 12663 621 621 3290.6253290.6252.413 11.1-1 367 3 M55 RT2X2X0.... .049 0 .056 0 y 11156.... 12663 621 621 3290.6253290.625 2.249 H.1-1 368 3 M56 RT2X2X0.... .301 2.074 .736 0 z 17356.... 23625 1024.8751024.875 5062.5 5062.5 2.544 H.1-1. 369 3 M57 RT2X2X0.... .222 0 .469 11.75 z 11156.... 12663 621 621 3290.6253290.6252.361 11.1-1 370 3 M58 RT2X2X0.. .442 0 ! .083 0 y •75.621 12663 621 621 3290.62 3290.6251.954 H.1-1 371 3 M59 RT2X2X0.... .551 0 .088 0 y :.75.621 12663 621 621 3290.6253290.6252.272 H.1-1 372 3 M60 RT2X2X0.. .408 127.0... .090 0 y 18957.... 23625 1024.8751024.875 5062.5 5062.5 9.847 H.1-1 373 3 M61 RT2X6X0.... .503 0 .102 0 y 27365.... 38745 2193.941 4460.56 16555....4373.482 1.631 H.1-1 RISA-3D Version 15.0.1 [\...\...\...1..\...1...\...1...\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 86 Company : SML Engineers 1/3 iliRISA Designer : R.Begic,EIT Job Number : 1039-17 Checked By. J.Light,PE Model Name Tesla Storefront-Washington Square Mall Exterior Member AA ADM9-9D:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[in_Shear... Loc[inj_Dirphi*Pnc..phi*Pnt[..phi*Mn...phi*Mn... .hi*Vny..phi*Vnz... Cb Eqn 374 3 M62 RT1.25X1.. .131 0 .034 47.648 y 3854.58 7600.5 216 216 1771.875 771.8752.131 H.1-1 375 3 M63 RT1.25X1.... .157 0 .034 0 y 3854.58 7600.5 216 216 1771.8751771.8752.091 H.1-1 376 3 M64 RT2X2X0.... .503 0 .106 0 y 8675.621 12663 621 621 6290.6253290.6252.447 H.1-1 377 3 M65 RT2X2x0.... .476 0 .101 0 y 7287.549 12663 621 621 6290.6253290.6252.423 H.1-1 378 3 M66 RT1.5X1.5.: .372 0 .077 0 ' y 7056 9288 327 327 0,78.1252278.1252.325 H1-1 379 3 M67 RT2X2X0.... .385 62.369 .014 0 y 7169.857 12663 621 621 6290.6253290.6252.131 H.1-1 380 3 M68 RT2X2X0.... .275 0 .026 0 y 6122.775 12663 621 621 290.6253290.6252.269 H.1-1 381 3 M69 RT2X2X0.... .469 55 .380 55 z 7750.24 12663 621 621 6290.6253290.6253.074 H.1-1 382 3 M70 RT2X2X0.. .314 55 .696 ' 0 z 13948.... 23625 1024.8751024.875 5062.5 5062.5 3.095 H:1-1` 383 3 M71 RT2x2X0.... .362 12 .310 12 y 11136.74 12663 621 621 6290.6253290.6252.267 H.1-1 384 3 M72 RT2X2x0...- .319 12 s .177 12 y 11136.74 12663 621 621 4290.6253290.625 2.37 H.1-1 385 3 M73 RT2X2X0.... .086 12 .028 12 z 11136.74 12663 621 621 6290.6253290.6251.288 11.1-1 386 3 M74 RT2X2X0... .348 2.206 .396 2.206 z 9302.48a 12663 621 621 4290.62 290.6253.654 H.9-1 387 3 M76 RT1.25X1.... .163 3.875 .076 3.875 z 6947.299 7600.5 216 216 1771.8751771.8751.999 H.1-1 388 3 M77 RT1.25X1..! .215 3.875 .154 ' 3.875 z 6947.2997600.5 216 216 1771.8751771.8751.754 H:1-1 389 3 M78 RT1.25X1... .074 0 .084 3 y 7016.026 7600.5 216 216 1771.8751771.8752.214 H.1-1 390 3 M79 RT2X2X0..:_ .066 0 .043 55 ,.y.7750.24 12663 621 621 6290.6253290.6253.046 H.1-1, 391 3 M80 RT2X2X0.... .228 55 .092 34.375 z 7750.24 12663 621 621 6290.6256290.6252.992 H.1-1 392 3 M81 RT2X2X0... .102 0 .044 6 y 11136.74 12663 621 ' 621 4 90.62 6290.625 2.26 H.1-1 393 3 M82 RT2X2X0.... .148 12 .052 3 y 11136.74 12663 621 621 6290.6256290.6251.735 H.1-1 394 3 M83 RT2X2X0... .069 12 .038 0 y 11136.74 12663 621 621 3290.62 6290.6252.234 H.1-1: 395 3 M84 RT2X2X0.... .007 35.29 .028 0 z 9302.488 12663 621 621 3290.6256290.6253.087 H.1-1 396 3 M85 RT2X2X0.... .117 0 .048 0 z 10121---- 12663 621 621 3290.62 290.6251.564 H.1-1 397 3 M86 RT1.25X1... .081 3.875 .055 3.875 z 6947.299 7600.5 216 216 1771.8751771.8752.084 H.1-1 398 3 M87 RT1-25X1... .124 3.875 .079 3.875 z)894T2997600.5 216 216 1771.875 .771.8752.179 H.1-1 399 3 M88 RT1.25X1.... .048 3 .045 3 y 7016.026 7600.5 216 216 1771.8751771.875 2.17 H.1-1 400 3 M89 RT2X2X0... .098 55 .062 30.938 z 7750.24 12663 621 621 3290.625 290.6254.038 H.1-1 401 3 M90 RT2X2X0.... .245 34.375 -1 .078 34.375 z 7750.24 12663 621 621 3290.62 290.6251.912 H. -11 402. 3 M91 RT2X2X0.... .022 12 .022 6 y 11136.74 12663 621 621 3290.6256290.6251.754 H.1-1 403 3 M92 RT2X4X0.... .517 0 .191 6 y 32701.... 37125 1890 2986.875 13162.5 5062,5 1.657 H.1-1 404 3 M93 RT2X2X0... .129 0 .049 0 y 11136.74 12663 621 621 3290.6256290.6252.179 H:1-1 405 3 M94 RT2X2X0.... .020 35.29 .016 35.29 y 9302.488 12663 621 621 3290.6256290.6251.464 H.1-1 406 3 M95 RT2X2X0... .136 0 .046 0 z 10121.... 12663 621 621 3290.62 4290.6252.367 H:1-1 407 3 M96 RT1.25X1... .123 3.875 .153 0 z 6947.299 7600.5 216 216 1771.87 1771.8751.635 1-.1-1 408 3 M97 RT1.25X1... .028 0 .014 3.875 y 6947.299 7600.5 216 216 1771.8751771.8752,164 H.1-1 409 3 M98 RT1.25X1.... .063 0 .076 0 y 7016.026 7600.5 216 216 1771.87 1771.8751.99 H.1-1 410 3 M99 RT2X2X0... .148 0 .066 30.938,'z 775024 12663 621 621 3290.62 4290.6252.907 H:1-1< 411 3 M100 RT2X2X0.... .307 34.375 .063 34.375 z 7750.24 12663 621 621 3290.6254290.6252.308 H.1-1 412 3 M101 RT2X2X0.... .222 0 .083 6 y 11136.7.4 12663 621 621 3290.62 6290.6252.362 H.1-1, 413 3 M102 RT2X4X0.... .749 0 .250 3 y 32701.... 37125 1890 2986.875 13162.5 5062.5 2.079 H.1-1 414 3 M103 RT2X2X0... .307 0 .115 0 y 11136.74 12663 621 621 3290.62 6290.6252.066 H.1-1 415 3 M104 RT2X2X0.... .044 33.085 .015 35.29 z 9302.488 12663 621 i 621 3290.625 290.6252.102 H.1-1 416 3 M105 RT2X2X0.... .141 0 .050 0 z 10121.,.. 12663 621 621 3290.62 4290-6251.058 H.1-1' 417 3 M106 RT1.25X1.... .036 3.875 .116 0 z 6947.2997600.5 216 216 1771.8751771.8752.069 H.1-1 418 3 M107 RT1-25X1..::; .112 3.875 .078 3.875 z 6947.2997600.5 216 216 1771.8751771.8751.432 H.1-1 419 3 M108 RT1.25X1... .155 0 .147 0 y 7016.0267600.5 216 216 1771.8751771.8752.186 H.1-1 420 3 M112 RT2X2X0... .637 0 .365 3 y 20666..-. 23625 1024.8751024.875 5062.5 '5062.512.264 H.1-1- 421 3 M113 RT2X2X0.... .073 0 .015 0 y 11136.74 12663 621 621 3290.625 290.6251.867 H.1-1 422 3 M114 RT2X2X0.... .205 0 .027 0 z,9302.488 12663 621 621 3290.62 290.6252.141 H.9-1` 423 3 M115 RT2X2X0.... .338 8.426 .109 8.426 z 8542.72 12663 621 621 3293.625 290.6252.606 H.1-1 424 3 M116 RT1.25x1:..' .288 '3.875 ` .250 0 y 6947.2997600.5 216 216 1771.87 771.8752.172 H.1-1 425 3 M116A RT2X2X0.... .144 30.895 .051 30.895 z 8542.72 12663 621 621 3290.625 290.625 . 3.14 H.1-1 RISA-3D Version 15.0.1 [\...\...\...1...\...\...\...\...\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 87 Company : SML Engineers Designer : R.Begic,EIT RISAJob Number : 1039-17 Checked By...Light,PE Model Name : Tesla Storefront-Washington Square Mail Exterior Member AA ADM1-10:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Lo in Shear... Loc in Dir• i*Pnc....hi*Pnt..• i*Mn... . i*Mn...•hi*Vn ....hi*Vnz... Cb E.n 426 . 3 M117 RT125X1..: .234 0 .165 0 •947;29' 7600.5 216 :216 771.87 1771.87. 2.264 11.1-1 427 3 M117A RT2X2X0.... .247 3.625 .177 3.625 11796.3 12663 621 621 4290.6254290.62 1.493 1-1.1-1 428 3 M118 RT1.25X1.. .133 3 .118 0 016.02-7600.5 216 216 1771.87 1771.87 2.081 H:1-1 429 3 M118A RT2X2X0.... .108 3.625 .172 0 11796.32 12663 621 621 4290.62 4290.625 1.36 H.1-1 430 3 M119 "RT2X2X0... .367 10.063 .208 0 11289.3 12663 621 621 5290.62 4290.62.2.208 H.1-1; 431 3 M120 RT2X2X0.... .237 10.063 .139 0 11289.3 12663 621 621 4 90.62 290.6252.261 H.1-1 432 3 M121 RT2X2x0... .481 0 .136' 0 11136.74 12663 621 621 c 90.62 4290.62 2.234 H.1-1; 433 3 M122 RT2X2X0.... .150 12 .028 0 11136.74 12663 621 621 4290.6254290.6252.271 H.1-1 434 3 M123 RT2X2X0::. .070 0 .027 12 1136.74 12663 621 621 4290.62 4290.62 1.688 H:1-1'' 435 3 M124 RT2X2X0.... .106 0 .040 0 10759.... 12663 621 621 t290.6254290.6251.901 H.1-1 436 3 M125 RT2X2X0... .416 197.1... .073 1971-. y 1•61.111 12663 621 621 4 90.62 4290.62 4.252 H.1-1; 437 3 M126 RT2X2X0.... .429 197.1... .074 197.1... y 1786.661 23625 1024.8751024.875 5062.5 5062.5 4.281 H.1-1 438 3 M127 RT2X6X0..;-: .422 200.8.. .086 200.8.. y 27365.... 38745 '193.941•269.03416555.... 373.4821.416 H.1-1' 439 3 M128 RT2X2X0.... .553 100.4... .081 200.8... y 13030.... 23625 1024.8751024.8755062.5 5062.5 1.696 H.1-1 440 3 M129 RT1.25X1.. .133 200.8... .029 200.8..: y 3854.58 7600.5 216 210.43 771.8751771.8751.936 H.1-1 441 3 M130 RT1.25X1... .160 200.8... .030 200.8... y 3854.58 7600.5 216 210.867 1771.87 1771.8751.99 H.1-1 442 3 r M131 RT1.5X1.5.; .179 0 .057 0 y •442:43' 9288 327 327 .."78.12 r 78.1252.325 H.1-1 443 3 M132 RT1.5X1.5.. .474 60.875 .090 60.875 y '169.441 9288 327 327 04'78.125f 78.1252.504 H.1-1 444 3 M133 RT2X2X0.... .476 i 60.875 .068 60.875 y 287.549 .12663 . :621 621 4290.6254290.62 2.351 H:1-1 445 3 M134 RT1.5X1.5.. .532 43.25 .095 43.25 y •'56.936 9288 327 327 +1,78.12 ' 78.125 2.501 H.1-1 446 3 M135 RT2x5X0... .111 2.238 .042 35.813 z 17160. 22815 1207.347 2340 4'465.62 4290.62 2.976 HA-1 447 3 M136 RT2X5X0.... .179 60.875 .053 60.875 z • 24.866 22$15 1207.347 2340 4 65.6254290.6251.647 H.1-1 448 3 M137 RT2X5X0... .461 43.25 .103 43.25 z 16204.... 22815 1207.347 2340 4 65.6254290.62 2.343 H-1.1 449 3 M138 RT2X3X0.... .026 6.102 .024 48.813 z 10682.... 16065 868.5 1102.5. 15.6254290.625 2.59 H.1-1 450 3 M139 RT2X3X0... .005 11.75' .006 ", 11.75 z 14209--•- 16065 868.5 1102.5- 15.62 4290.6252.282 H.1-1 451 3 M140 RT2X3X0.... .023 23.164 .016 37.063 z 11800.... 16065 868.5 1102.5• 15.625 290.6251.685 H-1-1 452 3 M141 RT2X3X0... .005 ' 11.75 .007 0 z 14209.... 16065 868.5 1102.5 _ 15.6254290.62 2.188 H.1-1; 453 3 M142 RT2X3X0.... .029 37.063 .008 37.063 z 11800.... 16065 868.5 1102.5.315.6254290.62 1.437 H.1-1 454 3 M143 RT2X3X0... .023 ' 0 .011 0 z 14209..., 16065 868.5 1102.5•.15,6254290.625 1,012 H.1-1 455 3 M144 RT2X3X0.... .057 37.063 .011 0 z 11800.... 16065 868.5 1 102.5.315.625 290.62 1.562 H.1-1 456 3 M145 RT2X3X0.... .435 39.66 .488 ;.42.7114 y 10682..,. 16065 868.5 1102.5. 15.62 4290.62 1.98 H.1-1; 457 3 M146 RT2X4X0.... .264 143.68 .028 143.68 z 4.64.389 19440 1092.57 1676.25 340.6254290.6251.585 H.1-1 458 .3 M147 RT3X4X0... .219 143.68 ..058 125.72 z .•08.951 22815 1835.635 2205 40.625. 15.62 1.342 H.1-1 459 3 M148 RT3X3X0.... .196 143.68 .011 143.68 z "183.135 9440 1485 1485 • 15.625.315.625 1.9 H.1-1 460 3'' M149 RT2X4X0... .029 15.849 .020 0 z 12880.-.. 19440 1092.57 1676.25 340.62 290.62 1.827 H.1-1 461 3 M150 RT2X4X0.... .023 54.794 .010 0 z 12424.... 19440 1092.57 1676.25 340.625 290.62 2.124 H.1-1 462 3 M179 RT2X2X0.. . .146 0 .005 65.632 z ••12.922 12663 621 621 4 90.62 4 90.62 1.855 1-1.1-1 463 3 M180 RT2x2x0.... .203 5.128 .009 82.041 y ..20.584 12663 621 621 4290.6254290.6251.126 H.1-1 464 3 M181 RT2x2x0.:. .103 82.041 .011 82.041 y ..20.584 12663 621 621 4 90.6254290.62 2.378 H.1-1 465 3 M182 RT2X2X0.... .194 0 .030 67.787 y .743.152 12663 621 621 4290.6254290.6252.098 H.1-1 466 3 M182A R12X2X0... .187 16.795 .044 16.795 z 10759.... 12663 621 621 090.6254290.6252.391 H.1-1' 467 3 M184 RT2X2X0.... ,225 3 .292 3 y 11136.74 12663 621 621 4290.62 4290.6252.101 H.1-1 468 3 M185 RT2X2X0... .177 0 .008 15.661 z 10848.... 12663 621 621 4 90.6254290.62 1.59 H.1-1 469 4 M1 RT2X3X0.... .032 6.102 .026 48.813 z 10682.... 16065 868.5 1102.5- 15.6254290.6252.747 H.1-1 470 4 M2 RT2X3X0..._ .008 0 .004 0 z 14209.... 16065 868.5 1102.5. 15.6254290.62 1.851 H.1-1 471 4 M3 RT2X3X0.... .017 0 .014 37.063 z 11800.... 16065 868.5 1102.5. 15.625 290.6251.917 H.1-1 472 4 M4 RT2X3X0.... .006 11.75` 006 ` 11.75 z 14209.... 16065 868.5 1102.5. 15.62 4290.62 1.447 H.1-1 473 4 M5 RT2X3X0.... .029 0 .007 0 z 11800.... 16065 868.5 1102.5. 15.62 4290.6251.325 H.1-1 474 4 M6 RT2X3X0.... .014 11.75 .013 11.75 y 14209.... 16065 868.5 1102.5•, 15.6254290.62 2.272 H.1-1 475 4 M7 RT2X3X0.... .064 37.063 .008 0 z 11800---- 16065 868.5 1102.5 15.62 4290.6251.361 H.1-1 476 4'! M8' RT2X3X0..'• .653 39.66 .767 42.711, y 10682.... 16065 868.5 1102.5 • 15.62 4290.62 2.178 H.1-1' 477 4 M9 RT2X4X0.... .199 143.68 .009 116.74 z 4.64.389 19440 1092.57 1664.521 40.6254290.6251.364 H.1-1 RISA-3D Version 15.0.1 [\...\...\...1..\...\...\...i...\...\ ..\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 88 Company : SML Engineers Ai 5- Designer : R.Begic,EITIIIR IS Job Number : 1039-17 Model Name : Tesla Storefront-Washington Square Mall Exterior Checked By.J.Light,PE Member AA ADM1-10:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[in Shear... Loc[in]Dirphi`Pnc..phi'Pnt[..phi'Mn...phi`Mn...phi`Vny...phi'Vnz... Cb Eqn 478 . 4 M10 RT3X4X0.... 229 143.68 .068 143.68 z 8908.951 22815 1835.635 2205 7340.625 15.6251.196 H.1-1 479 4 M11 RT3X3X0.... .113 80.82 .032 125.72 z 7183.135 19440 1485 1485 5315.625 15.625 1.211 H.1-1 480 4 M12 RT2X4X0...} .022 19.019 .020 0 z 12880.... 19440 1092.57 1676.25 7340.62 4 W.625 2.233 H.1-1 481 4 M13 RT2X4X0.... .019 17.123 .010 0 z 12424.... 19440 1092.57 1676.25 340.62 4290.625 2.287 H.1-1 482 4 M14 RT2X2X0.... .153 44.938 .085 33.703 z 8542.72 12663 621 621 .4290.62 x290.6252.065 H.1-1 483 4 M15 RT2X2X0.... .313 12 .086 0 y 11136.74 12663 621 621 c290.6254290.6252.184 H.1-1 484 4 M16 RT2X2X0... .433 8.426 .396 30.895 z 8542.72 12663 621 621 4290.62 4290.6252.008 H.1-1 485 4 M17 RT2X2X0.... .135 0 .050 0 y 11136.74 12663 621 621 4290.62542 90.625 1.749 H.1-1 486 4 M18 RT2X2X0.... .654 0 .506 3 y 20666.... 23625 1024.8761024.8755062.5 5062.5 2.345 H.1-1 487 4 M19 RT2X2X0.... .295 0 .029 0 _z 9302.488 12663 621 621 4290.6254290.6252.133 H.1-1 488 4 M20 RT2X2X0... .063 16.795; ' .018 0 z 10759.... 12663 621 621 " 4290.62 4290.625 1-115 H.1-1 489 4 M21 RT1.25X1... .353 3.875 .288 0 v 6947.299 7600.5 216 216 1771.8751771.875 2.175 H.1-1 490 4 M22 RT1.25X1...: .221 ? 0 .151 0 y 6947,299 7600.5 216 216 771.8751771.8752.273 H-1-1 491 4 M23 RT1.25X1... .167 3 .171 3 z 7016.026 7600.5 216 216 1771.8751771.875 2.19 H.1-1 492 4 M24 RT2X2X0.... .173 33.703 .111 33.703, z 8542.72 12663 621 621 4290.6254290.6251.612 H.9-1 493 4 M25 RT2x2X0.... .428 0 .186 0 y 11136.74 12663 621 621 c290.6254290.6252.255 H.1-1 494 4 M27 RT2X2X0... .343 0 .115 0 y 11136.74 12663 621 621 4290.625 2 90.625 1.87 H.1-1, 495 4 M28 RT2X6X0.... .727 0 .299 6 y 34302.... 38745 2193.941 4462.5 16555.... 373.4821.763 H.1-1 496 4 M29 RT2X2X0... .034 35.29 .004 "35.29 z 9302.488 12663 621 621 4290.62 c290.6251.676 1-1.1-1 497 4 M30 RT2X2X0.... .050 16.795 .043 16.795 z 10759.... 12663 621 621 4 90.6254290.6251.909 H.1-1 498 4 M31 RT1.25X1.... .066 3.875 .175 'i 0 z 6947.299 7600.5 216 216 1771.87 1771.8752.236 H.1-1 499 4 M32 RT1.25X1.... .216 3.875 .160 3.875 z 6947.299 7600.5 216 216 1771.87 1771.875 2.169 H.1-1 500 4! M33 RT1.25X1... .114 0, .162 0 y 7016.0267600.5 216 216 1771.87 1771.8752.203 H.1-1 501 4 M34 RT2X2X0.... .148 44.938 .075 33.703 z 8542.72 12663 621 621 3290.62 54290.625 2.814 H.1-1 502 4 M35 RT2X2X0....i .341 12 .129 0 y 1113674 12663 621 621 3290.62 4290.6252.245 11.1-1 503 4 M37 RT2X2X0.... .169 0 .051 0 y 11136.74 12663 621 621 3290.625 290.625 1.9 H.1-1 504 4 M36 RT2X2X0.... 713 , 0 .293 0 y 20666..., 23625 1024.8751024.875 5062.5 5062.5 2.243 H.1-1. 505 4 M39 RT2X2X0.... .078 0 .025 0 z 9302.488 12663 621 621 3290.6254290.6252.428 H.1-1 506 4 M40 RT2X2X0... ' .039 16.795. .027 `!16.795 z 10759.... 12663 621 . 621 3290.6254290.625i1.574 H.1-1 507 4 M41 RT1.25X1.... .049 3.875 .137 3.875 z 6947.299 7600.5 216 216 1771.87517 71.875 2.053 H.1-1 508 4 M42 RT1-25)(1..;:` .185 3.875 .176 3.875 rz 6947.299 7600.5 216 216 1771.87 1771.8752.303 H.1-1 509 4 M43 RT1.25X1... .142 0 .107 0 y 7016.026 7600.5 216 216 1771.8751771.8751.882 H.1-1 510 4! M44 RT2X2X0.... .113 44.938 .020 42.129. Z 8542-72 12663 621 621 3290.625c290.6252.222 H.1-1 511 4 M45 RT2x2Xo.... .167 3 .146 3 y 11136.74 12663 621 621 3290.6254290.6252.165 H.1-1 512 4 M47 RT2X2X0.... .040 0 .009 0 z 11136.74 12663 621 621 3290.6254290.6251.008 H.1-1 513 4 M48 RT2X2X0.... .420 0 .178 3 y 11136.74 12663 621 621 3290.62542 90.625 2.087 H.1-1 514 4 M49 RT2X2x0.... .342 2.206 ; .435 2.206 z 9302.488 12663 621 621 3290.62 4 90.6253,849 H.1-1: 515 4 M50 RT2X2X0.... .027 16.795 .011 16.795 z 10759.... 12663 621 621 3290.625 290.6251.024 H.1-1 516 4 M51 RT1.25X1... .010 0 .127 0 z 6947.299 7600.5 216 216 1771.87 1771.8751.277 I-H-1. 517 4 M52 RT1.25X1... .216 3.875 .125 3.875 z 6947.299 7600.5 216 216 1771.87 1771.875 1.91 H.1-1 518 4 M52A RT2X2X0... .064 0 .051 0 z 9468.101 12663 621 621 3290.62 4290.6252-069 H.1-1 519 4 M53 RT1.25X1... .035 0 .068 0 y 7016.0267600.5 216 216 1771.8751771.8751.159 H.1-1 520 4 M53A RT2X2X0,... .155 0 .105 0 z 11156.... 12663 621 621 3290.6254290.6252.252 H.1-1 521 4 M54 RT2X5X0.... .368 0 .065 0 z 5715.222 22815 1207.347 2340 9365.6254290.6253.524 H.1-1 522 4 M54A RT2X2X0.... .060 0 .012 0 y 9468.101 12663 621 621 3290.62 {, 90.6252.377 H.1-1 523 4 M55 RT2X2X0.... .045 0 .048 0 y 11156.... 12663 621 621 3290.62 54290.625 2.277 H.1-1 524 4 M56 RT2X2X0... .341 2.074 .767 2.074 z 17356.... 23625 1024.8751024.875 5062.5 5062.5 2.296 H.1-1 525 4 M57 RT2X2X0.... .181 0 .387 10.281 z 11156.... 12663 621 621 3290.6254290.6253.129 H.1-1 526 4; M58 RT2X2X0.... .315 0 .051 0 y 8675.621 12663 621 621 3290.62 290.6251.934 H.1-1; 527 4 M59 RT2X2X0.... .391 0 .053 0 y 8675.621 12663 621 621 3290.6254290.6252.247 H.1-1 528 4 M60 RT2x2X0.... .414 0 .065 0 y 15784.... 23625 1024.8751024.8755062.5`5062.5 1.866 H.1-1 529 4 M61 RT2X6X0.... .571 0 .076 0 y 27365.... 38745 2193.941 4462.6 16555.... 373.4821.651 H.1-1 RISA-3D Version 15.0.1 [\...\...\...\...\...\...\...1...1...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 89 Company : SML Engineers /1p RISA Designer : R.Beg1033-1c,EIT Job Number : 1039-17 Model Name Tesla Storefront-Washington Square Mall Exterior Checked By.J.Light,PE Member AA ADM1-10:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[int Shear... Loc[inDirphi*Pnc... hi*Pnt[...hi*Mn...phi*Mn... •hi*Vny... hi*Vnz... Cb Eqn 530 4 M62 RT1.25X1... .155 0 .020 47.648, y 3854.58 7600.5 216 216 771.8751771.87 2086 H.1-1 531 4 M63 RT1.25X1... .189 0 .018 0 y 3854.58 7600.5 216 216 1771.8751771.8752.006 H.1-1 532 4 M64 RT2X2X0...> .547 0 .086 `' 0 y 8675.621 12663 621 621 ' 90.625 290.62 2.444 H:1-1 533 4 M65 RT2X2X0.... .474 0 .081 0 y 287.549 12663 621 621 4290.625 290.6252.417 H.1-1 534 4` M66 RT1.5X1.5.. .370 0 .071 0 y 7056 9288 327 327 X78.12 78.1252.321 1{1-1 535 4 M67 RT2X2X0.... .288 62.369 .018 0 y 169.857 12663 621 621 4290.625 290.6252.132 H.1-1 536 4 M68 RT2X2x0.... 223 ' 0 .013 0 y •122.775 12663 621 621 4290.625 290.62 2.3 H.1-1 537 4 M69 RT2x2x0.... .393 55 .323 48.125 z 7750.24 12663 621 621 t290.625 290.6253.739 H.1-1 538 4 M70 RT2X2X0... .304 55 .740 ! 0 z 13946.•- 23625 1024.8751024.876 5062.5 5062.5:3.335 H.1-1 539 4 M71 RT2x2X0.... .307 12 .267 0 y 11136.7' 12663 621 621 4290.6253290.6252.262 H.1-1 540 4 M72 R72X2X0.... .323 12 .182 6 " y 1136.74 12663 621 621 4290.62 x290.6252.398 H.1-1 541 4 M73 RT2X2X0.... .086 0 .024 12 y 11136.74 12663 621 621 4290.62 4290.6251.316 H.1-1 542 4 s M74 RT2X2X0.... .347 2.206 .416 ' 0 z c 302.488 12663 621 621 4290.62 4290.6254.487 H.1-1, 543 4 M76 RT1.25X1.... .137 3.875 .072 0 z .947.29 7600.5 216 216 1771.87 1771.8752.058 H.1-1 544 4 M77 R1-1.25X1.... .185 '3.875 .155 0 z w47-2997600.5 216 216 1771.87 1771.8751.836 H.1-1; 545 4 M78 RT1.25X1... .079 0 .090 0 y 016.026 7600.5 216 216 1771.87 1771.87 2.214 H.1-1 546 4 M79 RT2X2X0....i .070 0 .043 55 z 7750.24 12663 621 621 4.90.62 4290.62 2.517 H.1-1 547 4 M80 RT2X2X0.... .234 55 .087 55 z 7750.24 12663 621 621 4290.62 4290.6252.2871-11-1 548 4 M81 RT2X2X0.. . .072 0 .030 6 y 1136.74 12663 621 621 4 90.62 4290.6252.244 H.1-1 549 4 M82 RT2X2X0.... .135 0 .049 3 y 11136.74 12663 621 621 4290.6254290.6251.772 H.1-1 550 4 M83 RT2X2X0....I .097 0 .049 ' 12 y 1136.74 12663 621 621 4290.62 290.62 2.262 H.1-1 551 4 M84 RT2X2X0.... .033 35.29 .020 0 z c 02.488 12663 621 621 4 90.6254290.6251.147 H.1-1 552 4 M85 RT2x2x0....` .121 0 .045 24.895'.z 10121.... 12663 621 621 14290.62,4290.6251.963 H.1-1 553 4 M86 RT1.25X1... .072 3.875 .058 0 z ••47.2997600.5 216 216 1771.8751771.8751.443 H.1-1 554 4 M87 RT1.25X1...; .142 _3.875 .083 0 z •'47.2997600.5 216 - 216 771.875 771.8752.166 H.1-1 555 4 M88 RT1.25X1.... .045 3 .046 0 y 016.0267600.5 216 216 1771.8751771.8752.168 H.1-1 556 4 M89 RT2X2X0....' .142 30.938 4 .055 55 z 7750.24 12663 621 621 3290.62 4290.6253.375 H.1-1. 557 4 M90 RT2X2X0.... .225 34.375 .065 55 z 7750.24 12663 621 621 3290.6254290.6252.145 H.1-1 558 4 ' M91 . RT2X2X0....' .020 6 .024 i 0 y 1136.74 12663 621 621 3290.625 290.6251.713 H.1-1 559 4 M92 RT2x4X0.... .577 0 .213 12 y 32701.... 37125 1890 '986.875 13162.5 5062.5 1.656 H.1-1 560 4 M93 RT2X2X0... ' .175 0 .050 12 y 11136.74 12663 621 621 3290.6254290.6252.184 H.1-1 561 4 M94 RT2X2X0.... .042 35.29 .005 0 z '3 02.488 12663 621 621 3290.6254290.6251.097 H.1-1 562 4 M95 RT2X2X0.... .132 0 .039 24.895 z 10121.... 12663 621 621 3290.6254290.6252.298 H-1-1 563 4 M96 RT1.25X1.... .144 3.875 .167 3.875 z .947.2997600.5 216 216 1771.8751771.8751.279 H.1-1 564 4 M97 RT1.25X1.... .045 0 .019 3.875 y ..47.2997600.5 216 216 1771.87 1771.8752.135 H.1-1, 565 4 M98 RT1.25X1... .073 0 .087 3 y 016.0267600.5 216 216 1771.87 1771.8752.063 H.1-1 566 4 M99 RT2X2x0._.. .174 0 .056 55 z 7750.24 12663 621 621 3290.62 4290.6252.852 H.1-1 567 4 M100 RT2X2X0.... .254 34.375 .064 55 z 7750.24 12663 621 621 4290.6254290.6252.378 H.1-1 568 4 M101 RT2X2X0.... .196 0 .069 6 y 1136.74 12663 621 621 4290.62 4290.6252.375 H.1-1, 569 4 M102 RT2X4X0.... .800 0 .273 5.25 y 32701.... 37125 1890 0986.875 13162.5 5062.5 2.067 H.1-1 570 4' M103 RT2X2x0.,.. .326 0 .102 12 y 11136.74 12663 621 621 c 90.6254;.90.6252.144 H.1-1'' 571 4 M104 RT2X2X0.... .092 35.29 .017 0 z 4402.488 12663 621 621 4290.6254290.6252,42 H.1-1 572 4 M105 RT2X2X0.... .143 0 .039 24.895 z 10121.... 12663 621 621 4290.6253290.6251.09 H.1-1 573 4 M106 RT1.25X1... .013 3.875 .115 3.875 y .•47.299 7600.5 216 216 1771.8751771.87512. 165 H.1-1 574 4 f M107 RT1.25X1... .150 3.875 .102 0 z •'47.29'7600.5 216 216 1771.8751771.87 2.132 H.1-1, 575 4 M108 RT1.25X1... .178 0 .167 3 y 016.0267600.5 216 216 1771.8751771.8752.186 H.1-1 576 4% M112 RT2X2X0....' .645 0 .369 3 y 20666.... 23625 1024.8751024.875 5062.5 5062.5:2.264 H:1-1 577 4 M113 RT2X2X0.... .104 0 .020 12 y 11136.74 12663 621 621 4290.6253290.6252.157 H.1-1 578 4 M114 RT2X2X0.... .180 0 .007 ` 35.29 'z '3402.48: 12663 621 621 4290.625 290.62 2.127 H.1-1 579 4 M115 RT2X2X0.... .280 8.426 .123 0 z 8542.72 12663 621 621 4290.62 290.62 2.315 H.1-1 580 4 M116 RT125X1....', .266 '3.875 .265 0 y .9472997600.5 216 216 1771.8751771.87 2.178 H.1-1 581 4 mi 16A RT2X2X0.... .147 30.895 .036 0 z 8542.72 12663 621 621 4290.625 290.625 3.54 H.1-1 RISA-3D Version 15.0.1 [\...\...\...1...\...\...\...\...1..\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 90 Company : SML Engineers ISA Designer R.Begic,EIT IIIRJob Number : 1039-17 Checked By.J.Light.PE Model Name : Tesla Storefront-Washington Square Mall Exterior Member AA ADM1-10:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[in] Shear... Loc[in] Dir phi*Pnc...phi*Pnt[..phi*Mn...phi*Mn... . i*Vny... hi*Vnz... Cb Eqn 582 4 M117 RT1.25X1.. .281 0 .215` 0 y 6947.299 7600.5 216 216 1771.87771.875 2.265 H.1-1 583 4 M117A RT2X2X0.... .225 3.625 .163 3.625 y 11796.32 12663 621 621 (290.625 290.6251.508 H.1-1 584 4 M118 RT1.25X1... .215 0 .131'' 0 y 7016.0267600.5 216 216 1771.87 1771.8751.733 H.1-1 585 4 M118A RT2X2X0.... .117 3.625 .177 3,625 z 11796.32 12663 621 621 4 90.6254290.6251.369 H.1-1 586 4 M119 RT2X2X0.... .316:, 10.063 .181`; 10.063 z 11289.33 12663 621 621 4 90.62. 4290.6252.215 H.1-1 587 4 M120 RT2X2X0.... .246 10.063 .123 0 y 11289.33 12663 621 621 4290.6254290.6252.245 H.1-1 588 4 M121 RT2X2X0.. .398 0 .127 12 y 11136.74 12663 621 621 4290.6254290.6252.238 H.1-1 589 4 M122 RT2X2x0.... .126 12 .029 12 z 11136.74 12663 621 621 4290.6256290.625 2,27 H.1-1 590 4 M123 'RT2X2X0.... .059 0 .035 0 ' y 11136.74 12663 621 621 C 90.625 90.6251.615 H.1-1 591 4 M124 RT2X2X0.... .102 0 .046 16.795 z 10759.... 12663 621 621 4290.6254290.6251.774 H.1-1 592 4 M125 RT2X2X0.... .373 1971.. .046 197.1.:.: y 8961.111 12663 621 621 4290.6254290.6254.341 H.1-1 593 4 M126 RT2X2X0.... .370 197.1... .049 36.973 y 1786.661 23625 1024.8751024.8755062.5 5062.5 4.337 H.1-1 594 4 M127 RT2X6X0... .493 200.8.. .063' 200.8... y 27365.... 38745 2193.9414268.03 16555.... •373.4821.412 H.1-1 595 4 M128 RT2X2X0.... .593 100.4... .058 200.8... y 13030.... 23625 1024.8751024.8755062.5 5062.5 1.658 H.1-1 596 4 M129 RT1.25X1... .177 200.8... .017 0 y 3854.58 7600.5 216 209.988 1771.8751771.8751.884 H.1-1 597 4 M130 RT1.25x1... 221 200.8... .017 0 y 3854.58 7600.5 216 211.766 1771.8751771.8752.108 H.1-1 598 4 M131 RT1.5X1.5.: .180 0 .055 0 y 6042.439 9288 327 327 78.125► 78.1252.316.H.1-1 599 4 M132 RT1.5X1.5... .464 60.875 .082 60.875 y 4069.441 9288 327 327 '#78.12 78.1252.516 H.1-i 600 4 M133 RT2X2X0.... .510 60.875 .068 60.875 y 7287.549 12663 621 621 4290.62 4290.6252.336 H.1-1 601 4 M134 RT1.5X1.5.. .567 43.25 .079 43.25 y 5456.936 9288 327 327 ►4'78.12 278.1252.495 H.1-1 602 4 M135 RT2X5X0.... .117 0 .041 ! 35.813 z 17160.... 228151207.347,2340 x365.6254290.6252,173 H1-1 603 4 M136 RT2x5X0.... .128 60.875 .038 60.875 z 6224.866 22815 1207.347 2340 x 65.6254290.6251.788 H.1-1 604 4 M137 RT2X5XO... .367 43.25 .072 43.25 z 16204.... 22815 1207.347 2340 4365.62 4290.6252.188 H.1-1 605 4 M138 RT2X3X0.... .030 0 .027 3.051 z 10682.... 16065 868.5 1102.5- 15.6254290.6253.171 H.1-1 606 4 M139 RT2X3X0... .007 0 G .003 0 z 14209.... 16065 868.5 1102.5`•315.62 4290.6251.334 H.1-1' 607 4 M140 RT2X3x0.... .019 0 .011 37.063 z 11800.... 16065 868.5 1102.5 15.6254290.6251.311 H.1-1 608 4 M141 RT2X3X0... .010 11.75' .004 0 z 14209.... 16065 868.5 1102.5. 15.62 4290.625 1.3 H.1-1 609 4 M142 RT2X3X0.... .029 0 .007 0 z 11800.•.• 16065 868.5 1102.5- 15.6254290.6251.071 H.1-1 610 4 M143 RT2X3X0... .026 11.75 .014 0 z 14209.... 16065 868.5 1102.5-. 15.62 4290.6251.006 H.1-1 611 4 M144 RT2X3X0.... .054 0 .009 0 z 11800.... 16065 868.5 1102.5. 15.6254290.6251.047 H.1-1 612 4 M145 RT2X3X0... .363 39.66 .494 42.711, y 10682.... 16065 868.5 1102.5- 15.6254290.6252.069 H.1-1 613 4 M146 RT2X4X0.... .239 143.68 .036 125.72 z 3664.389 19440 1092.57 1676.25 340.625 290.6252.141 H.1-1 614 4 M147 RT3X4X0... .287 143.68 .038 143.68, z6908.951 22815 1835.635 2205 340.62 . 15.6252.202 H:1-1 615 4 M148 RT3X3X0.... .191 143.68 .021 125.72 z 7183.135 19440 1485 1485 15.625.315.6252.409 H.1-1 616 4 M149 . RT2X4X0.... .013 0 .013 '. 15.849, y 12880..,. 199.40 1092.57 1676.25 340.6254290.6252.288 H.1-1 617 4 M150 RT2x4X0.... .011 54.794 .004 0 z 12424.... 19440 1092.57 1676.25 340.625 290.6252.246 H.1-1 618 4 M179" RT2X2X0... .121 0 .003 0 z 6912.922 12663 621 621 4290,62 4290,625 1.95 H'1-1 619 4 M180 RT2X2X0.... .232 0 .010 82.041 y 5620.584 12663 621 621 4290.6254290.6251.226 H.1-1 620 4 M181 RT2X2X0.... .088 82.041 .014 82.041 y 5620.584 12663 .'621 621 4290.62 (290.6252.491 H.1-1 621 4 M182 RT2X2X0.... .195 0 .028 67.787 y 6743.152 12663 621 621 4290.6254290.6252.12 H.1-1 622 4 M182A RT2X2X0.... .173 16.795 .045 0 z 10759.... 12663 621 621 4290.625 290.6252.288 H.1-1 623 4 M184 RT2X2X0..._ .200 3 .268 0 y 11136.74 12663 621 621 4290.625 290.6252.185 H.1-1 624 4 M185 RT2X2X0... .150 15.661! .005 0 y 10848.... 12663 621 621 K190.62 6290.6251.438 H.1-1' 625 5 M1 RT2X3X0.... .039 0 .032 3.051 z 10682.... 16065 868.5 1102.5- 15.62 4290.6252,91 H.1-1 626 5 M2 RT2X3X0.... .010 0 .004 0 z 14209.. . 16065 868.5 1102.5-_15.6254290.6251.049 H.1-1 627 5 M3 RT2X3X0.... .018 0 .020 23.164 z 11800.... 16065 868.5 1102.5. 15.6254290.6251.777 H.1-1 628 5 M4 RT2X3X0... .009 11.75 .005 ' 0 z 14209..,. 16065 868.5 1102.5- 15.62 290.6251.21 H.1-1 629 5 M5 RT2X3X0.... ,038 0 .009 0 z 11800.... 16065 868.5 1102.5 - 15.6254290.6251.318 H.1-1 630 5 M6 RT2X3X0., .020 11.75 .017 ; 11.75 y 14209.... 16065 868.5 1102.5- 15.62 4290.6251.743 H.1-1 631 5 M7 RT2X3X0.... .065 0 .009 0 z 11800.... 16065 868.5 1102.5. 15.6254290.6251.046 H.1-1 632 5 M8, RT2X3X0... .608 39.66 .782 '42.711 y 10682... 16065 868.5 1102.5• ;15.6254290:6252.162 H1-1 633 5 M9 RT2X4X0.... .170 143.68 .011 125.72 y 3664.389 19440 1092.57 1676.25 340.6254290.6251.662 H.1-1 RISA-3D Version 15.0.1 [\..\...1...1..\...\...\...\...\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 91 Company : SML Engineers '1& Designer : R.Begic,EIT IRISAJob Number : 1039-17 Checked By.J.Light,PE Model Name Tesla Storefront Washington Square Mall Exterior Member AA ADM9-9D:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[in] Shear... Loc[in]Dirphi*Pnc..phi*Pnt[..phi*Mn...phi*Mn...phi*Vny..phi*Vnz... Cb Eqn 634 5 M10 RT3X4X0....;'..275 143.68 :..055, 143.68 ?z 8908.951 22815 1835.635 2205 7340-6255315.625 1.654 H.1-1. 635 5 M11 RT3X3X0.... .102 80.82 .039 125.72 z 7183.135 19440 1485 1485 5315.625 315.625 1.354 H.1-1 636 5 M12 RT2X4X0.... .015 19.019 # .015 0 z 12880.... 19440 1092.57 1676.25 7340.62 90.6253.584 H.1-1; 637 5 M13 RT2X4X0.... .015 17.123 .006 0 z 12424.... 19440 1092.57 1676.25 7340.62 290.625 2.12 H.1-1 638 5 M14 RT2X2X0.:.. .167 44.938 ; .080 `,33,703`z 8542-72 12663 621 621 3290.62 290.625 2.705 H.1-1 639 5 , M15 �RT2X2X0.... .292 12 .072 0 y 11136.74 12663 621 621 3290.62 290.6252.179 H.1-1 640 5 M16 RT2X2X0....i .398 '8.426 : .314 30.895 z 8542:72 12663 621 621 3290.62 4290-6252.117 H.1;1 641 5 M17 RT2X2X0.... .157 0 .045 0 y 11136.74 12663 621 621 3290.6254290.6251.914 H.1-1 642 5 M18 RT2X2X0.... .666 0 .518 3 ;y 20666.... 23625 1024.8751024.875 5062.5 5062.5 2.345 H.1-1` 643 5 M19 RT2X2X0.... .278 0 .015 0 z 9302.488 12663 621 621 3290.62 4290.625 2.1 31 H.1-1 644 5 M20 RT2X2X0.... .063 16.795 .014 0 z 10759.... 12663 621 621 " 3290.62 4290.6251.521 H.1-1; 645 5 M21 RT1.25X1.... .350 3.875 .306 0 y 6947.299 7600.5 216 216 1771.8751771.8752.181 H.1-1 646 5 M22 RT1.25X1...;' .255 0 .188 0 y 6947.299 7600.5 216 216 771.87 771.8752.269 H.1-1` 647 5 M23 RT1.25X1... .200 0 .197 3 y 7016.02617600.5 216 216 1771.8751771.8752.037 H.1-1 648 i 5 M24 RT2X2X0.... ..176 33.703 .104 f 33.703 z 8542.72 12663 621" 621 .4290.62 4290.6251.988 H.1-1 649 5 M25 RT2X2X0.... .380 0 .161 0 y 11136.74 12663 621 621 42 90.62 54290.6252.253 H.1-1 650 5 M27. RT2X2X0.... 5341 0 .101 0 y 11136.74 12663 621 621 c290.62 .4290.6251.954 H.1-1 651 5 M28 RT2X6X0.... .772 0 .319 6 y 34302.... 38745 2193.941 4462.5 16555.... 373.4821.757 H.1-1 652 5 M29 RT2X2x0...." .070 35.29 .018 35.29 z 9302.488 12663 621 621 c290.62 4290.6251.718 H.1-1, 653 5 M30 RT2X2X0.... .048 16.795 .034 16.795 z 10759.... 12663 621 621 4290.62 53290.625 2.055 H.1-1 654 5 M31 RT1.25X1... .044 3.875 '.. .173 0 z 6947.299 7600.5 216 216 1771.8751771.8752.156 H.1-1; 655 5 M32 RT1.25X1... .259 3.875 .194 3.875 z 6947.2997600.5 216 216 1771.8751771.8752.125 H.1-1 656 5 M33 RT1'.25x1...- .126 0 .178 ' 0 y 7016.026 7600.5 216 216 1771.87 1771.8752.203 H.1-1 657 5 M34 RT2X2X0.... .186 44.938 .082 33.703 z 8542.72 12663 621 621 4290.62 290.625 2.755 H.1-1 658" 5 M35 RT2X2X0....' .343 12 .119 0 y 11136.74 12663 621 621 4290.62 290.6252.245 H.1-1 659 5 M37 RT2x2x0.... .193 0 .063 0 y 11136.74 12663 621 621 4290.625 290.625 2.064 H.1-1 660 5'' M38 RT2x2X0... ' .733 0 .313 0 y 20666.... 23625 1024.8751024.875 5062.5 5062.5 2.237 H.1-1 661 5 M39 RT2X2X0.... .069 0 .034 0 y 9302.488 12663 621 621 4290.625 290.6252.505 H.1-1 662 5; M40 .:RT2X2X0... .041 16.795 .023 16.795; z 10759.... 12663 621 621 4290.62 290.6251.716 H.1-1 663 5 M41 RI-1.25X1... .037 3.875 .143 3.875 z 6947.29 9 7600.5 216 216 1771.8751771.8752.175 H.1-1 664 5 M42 RT1.25X1..• .206 3.875 .186 3.875 z 6947.2997600.5 216 216 771.8751771.8752.215 H;1-1 665 5 M43 RT1.25X1... .150 0 .115 0 y 7016.026 7600.5 216 216 1771.8751771.8751.916 H.1-1 666 5 M44 RT2X2X0.:. .077 44.938 .008 42.129, z 8542.72 12663 621 621 4 90.6253290.6251.868 H.1-1. 667 5 M45 RT2X2X0.... .145 3 .113 3 y 11136.74 12663 621 621 42 90.62532 90.62 5 2.113 H.1-1 668 5 M47 RT2X2X0... .080 0 ' , .020 0 y 11136.74 12663 621 621 490.6253290.6251.592 H.1-1, 669 5 M48 RT2X2X0..,. .415 0 .196 3 y 11136.74 12663 621 621 4290.6254290.6252.068 H.1-1 670 5 M49 RT2X2X0..: .353 2.206 .460 2.206 z 9302.488 12663 621 621 .4290.62 4290.6254.107 H.1-1'. 671 5 M50 RT2x2x0.... .021 16.795 .007 16.795 z 10759.... 12663 621 621 4290.6254290.6251.286 H.1-1 672 5 M51 RT1.25X1..- .030 3.875 .145 0 ` z 6947.299 7600.5 216 216 1771.87 1771.8752.155 H.1-1, 673 5 M52 Fri.25x1... .192 3.875 .126 3.875 z 6947.299 7600.5 216 216 1771.875 771.8751.992 H.1-1 674 5 M52A RT2X2X0... .070 ' 0 .034 0 y'9468.101 12663 621 621 4; 90.62 290.6252.139 H.1-1' 675 5 M53 RT1.25X1.... .040 0 .071 3 z 7016.0267600.5 216 216 1771.8751771.8751.162 H.1-1 676 5 M53A RT2X2X0... .108 0 ` .093 0 z 11156.... 12663 621 621 49 90.62 54290.6252.693 11.1-1' 677 5 M54 RT2X5X0.... .301 0 .037 0 z 5715.222 22815 1207.347 2340 4 65.62 54290.62 5 3.496 H.1-1 678 5 M54A RT2x2X0...'• .047 0 .023 0 y 9468.101 12663 621 621 4 90.62 4290.625 2.292 H.1-1 679 5 M55 RT2X2X0.... .038 0 .050 0 y 11156.... 12663 621 621 4290.62532 90.625 2.262 H.1-1 680 5 M56 RT2X2X0... . .334 2.074 .805 2.074 z 17356.... 23625 1024.8751024.87 5062.5 5062.5 3.321 H:1-1 681 5 M57 RT2X2X0.... .129 10.281 .345 10.281 z 11156.... 12663 621 621 4290.625 290.6253.294 H.1-1 682 .5 M58 RT2X2X0..--; .280 0 ' .034 ' 111.18 y 8675-fi21 12663 621 621 4290.625 290.6251.856 H:1-1 683 5 M59 RT2X2X0.... .319 0 .030 111.18 y 8675.621 12663 621 621 4290.62 53290.625 2.2 H.1-1 684 5 M60 RT2X2X0..:: .430 0 .066 ` 111.18 y 15784.... 23625 1024.8751024.87 5062.5 5062.5'1.865 H.1-1 685 5 M61 RT2X6X0.... .625 0 .057 0 y 27365.... 38745 2193.941 4462.5 16555....4373.482 1.667 H.1-1 RISA-3D Version 15.0.1 [\...\...\...1..\...\...\...1...\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 92 Company : SML Engineers Designer R.Begic,EIT ISAJ : Checked iBy.J.Light,PE ModelobNumber Name : Tesla1039-17 Storefront-Washington Square Mall Exterior Member AA ADM1-10:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[in] Shear... Loc[in]Dir phi*Pnc...phi*Pnt[..phi*Mn... i*Mn...phi*Vny...phi*Vnz... Cb Eqn 686 5 M62 RT125X1...' .186 0 .013 111.18 y 3854:58 7600.5 216 1216 1771.8751771,8752.079 H.1-1 687 5 M63 RT1.25X1... .232 0 .013 111.18 z 3854.58 7600.5 216 216 1771.8751771.8752.134 H.1-1 688 5 M64 RT2X2X0.... .577 0 .068 0 y 8675.621 12663 621 621 3290.6253290.625 2.44 H.1-1 689 5 M65 RT2X2X0.... .478 0 .067 0 y 7287.549 12663 621 621 32 90.6253290.625 2.411 H.1-1 690 5 M66 RT15X1.5... .383 0 .075 0 y 7056 9288 327 327 2278.1252278.1252.317 H.1-1` 691 5 M67 RT2X2X0.... .269 62.369 .021 0 y 7169.857 12663 621 621 3290.6253290.6252.151 H.1-1 692 5 M68 RT2X2X0....'' .226 0 .014 0 y 6122.775 12663 621 621 3290.6253290.6252.331 H.1-1 693 5 M69 RT2X2X0.... .309 55 .263 48.125 z 7750.24 12663 621 621 3290.62 290.6253.955 H.1-1 694 5 M70 RT2X2X0.... .242 55 .744 0 z 13948.... 23625 1024.8751024.8756062.5 5062.5 3.394 H.1-1 695 5 M71 RT2X2X0.... .262 12 .222 0 y 11136.74 12663 621 621 3290.6253290.625 2.266 H.1-1 696 .5 M72 RT2X2X0....= .331 12 .189 6 y 11136.74 12663 621 621 .3290.6253290.6252.366 H.1-1 697 5 M73 RT2X2X0.... .063 12 .025 0 y 11136.74 12663 621 621 3290.6254290.6251.389 H.1-1 698 5` M74 RT2x2x0...., .365 2.206 .418 0 z 9302.488 12663 621 621 3290.6254 90.6254.259 H.1;1 699 5 M76 RT1.25x1... .127 3.875 .065 0 z 6947.299 7600.5 216 216 1771.8751771.8752.145 H.1-1 700 5 M77 RT1.25X1....; .185 '3.875 ` .155 0 z 6947.2997600.5 216 216 1771.87 1771.8751.742 H.1-1i 701 5 M78 RT1.25X1.... .081 0 .091 0 y 7016.026 7600.5 216 216 1771.87 1771.875 2.21 H.1-1 702 5 M79 RT2X2xo.... .062 0 .030 55 z 7750.24 12663 621 621 3290.62 4290.6252.527 H,1-1 703 5 M80 RT2X2X0.... .183 55 .067 55 z 7750.24 12663 621 621 3290.62 •4290.6251,97 H.1-1 704 5 M81 RT2X2X0...:' .065 ` 0 .027 6 y 11136.74 12663 621 '621 3290.62 4290.6252.276 H.1-1 705 5 M82 RT2X2X0.... .139 12 .046 12 y 11136.74 12663 621 621 3290.625 290.6251.778 H.1-1 706 5 M83 RT2X2X0.... .059 .' 12 .035 12 y 11136.74 12663 621 621 3290.62 4290.6252.244 H.1-1; 707 5 M84 RT2X2X0.... .020 24.262 .016 0 y 9302.488 12663 621 621 3290.62 542 90.625 1.103 H.1-1 708 5 M85 RT2X2X0.... .077 0 .034 24.895 'z 10121.... 12663 621 621 3290.62 4290.6252,179 al-1 709 5 M86 RT1.25X1.... .071 3.875 .051 0 z 6947.299 7600.5 216 216 1771.8751771.8751.699 H.1-1 710 "5 M87 RT1.25X1..., .147' 3.875 < .076 0 z 6947.299 7600.5 216 216 1771.87 1771.8752.082 H.1-1 711 5 M88 RT1.25X1... .048 3 .047 0 y 7016.026 7600.5 216 216 1771.8751771.8752.177 H.1-1 712 5 M89 RT2X2X0....f .154 0 .047 0 z 7750.24 12663 621 621 3290.62 4290.6252.731 H.1-1 713 5 M90 RT2x2Xo.... .144 34.375 .036 55 z 7750.24 12663 621 621 3290.6254290.6252.254 H.1-1 714 5 M91 RT2X2X0...., .020 12 .021 6 y 11136.74 12663 621 621 " 3290.62 290.6252.157-H.1-1 715 5 M92 RT2X4X0.... .606 0 .221 12 y 32701.... 37125 1890 2986.875 13162.5 5062.5 1.664 H.1-1 716 5 M93 RT2X2X0.... ,153 0 .036 12 y 11136.74 12663 621 621 3290.6254290.6252.164 H.1-1; 717 5 M94 RT2X2X0.... .036 35.29 .007 0 z 9302.488 12663 621 621 3290.6254290.6251.557 H.1-1 718 5 M95 RT2X2X0.... .088 0 .026 1.24.895 'z 10121... 12663 621 621 3290.6254290.6252.299 H.1-1 719 5 M96 RT1.25X1... .151 3.875 .171 3.875 z 6947.299 7600.5 216 216 1771.87 51771.875 1.473 H.1-1 720 5 M97 RT1.25X1....f ,049 i 0 .024 ' 0 z 6947.299 7600.5 216 . 216 1771.87 1771.8752.072 H.1-1 721 5 M98 RT1.25X1.... .081 0 .093 3 y 7016.026 7600.5 216 216 1771.87 1771.875 2.12 H.1-1 722 5 M99 RT2x2x0....' .159 0 .043 0 z 7750.24 12663 621 621 3290.6254290.6252.67 H•1-1 723 5 M100 RT2X2x0.... .145 34.375 .051 55 z 7750.24 12663 621 621 3290.62542 90.625 2.482 H.1-1 724 5 M101 RT2X2X0.... .153 0 .056 6 y 11136.74 12663 ` 621 621 3293.6254290.6252.383 H.1-1 725 5 M102 RT2X4X0.... .828 0 .295 3 y 32701.... 37125 1890 2986.875 13162.5 5062.5 2.052 H.1-1 726 5 M103 RT2X2X0.... .257 0 .068 12 y 11136.74 12663 621 621 3290.82 4293.625 2.057 H.1-1,; 727 5 M104 RT2x2X0.... .083 35.29 .025 0 z 9302.488 12663 621 621 3290.6254290.625 2.49 H.1-1 728 5 M105 11T2X2X0....; .100 0 .020 24.895 z 10121.... 12663 . 621 621 3290.6254290.6251.246 H.1-1 729 5 M106 RT1.25X1... .017 3.875 .122 3.875 y 6947.2997600.5 216 216 1771.8751771.8752.231 H.1-1 730 5'! M107 .RT125X1... i .192 >3.875 .120 0 z 6947.299 7600.5 216 216 1771.87 1771.8752.216 H.1-1. 731 5 M108 RT1.25X1... .186 0 .179 3 y 7016.026 7600.5 216 216 1771.8751771.8752.189 H.1-1 732 5 , M112 RT2X2X0.... .669 i 0 .398 3 y 20666.... 23625 1024.8751024.875 5062.5 "5062.5 2.262 H.1-1 733 5 M113 RT2X2X0.... .095 0 .020 12 y 11136.74 12663 621 621 3290.6254290.6252.143 H.1-1 734 5 M114 RT2X2X0...-I .191 0 .014 . 35.29 'z 4302.488 12663 621 621 290.62 4 90.6252.116 H.1-11 735 5 M115 RT2X2X0.... .287 8.426 .141 0 z 8542.72 12663 621 621 290.62 4290.6252.101 H.1-1 736 5 M116 RT1.25X1... .299 'r 3.875 .288 0 y 6947.2997600.5_ 216 216 771.8751771.8752.184 H.1-1' 737 5 M116A RT2X2X0.... .123 30.895 .029 0 z 8542.72 12663 621 621 290.6254290.6253.163 H.1-1 RISA-3D Version 15.0.1 [\...\...\...1..\...\...1...1...\...\...11039-17 Tesla Space Truss- Exterior JL.r3d] Page 93 Company : SML Engineers J) IRISADesigner : R.Begic,EIT Job Number : 1039-17 Checked By.J.Light,PE Model Name Tesla Storefront Washington Square Mall Exterior Member AA ADM1-10:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[in] Shear... Loc[in]Dir phi*Pnc...phi*Pnt[..phi*Mn...phi*Mn...phi*Vny..phi*Vnz... Cb Eqn 738 5 M117 RT1 25X1... .290 0 .216 0 y 6947.299 7600.5 216 216 1771.8751771.8752.262 1-1-1-1 739 5 M117A RT2x2x0.... .135 3.625 .122 3.625 y 11796.32 12663 621 621 32 90.6253290.625 1.568 H.1-1 740 5` M118 RT1 25X1....: .193 0 .138 '; : 0 y 7016.0267600.5 216 216 1771.8751771.8751.753 H.1-1. 741 5 M118A RT2X2X0.... .076 3.625 .125 3.625 z 11796.32 12663 621 621 32 90.62 53290.62 5 2.159 H.1-1 742 5! M119 RT2X2X0.... " .176 :10.063 .096 10.063 z 11289.33 12663 621 621 3290.62 290.6252.229 H.1-1 743 5 M120 RT2X2X0.... .205 10.063 .084 0 y 11289.33 12663 621 621 3290.62532 90.625 2.224 H.1-1 744 5 M121 RT2X2X0.... .303 0 .097 12 y 11136.74 12663 621 621 3290.62 '290.6252.244 H.1-1; 745 5 M122 RT2X2X0.... .092 12 .032 12 z 11136.74 12663 621 621 3290.62 4290.625 Z272 H.1-1 7.46 5 M123 RT2X2X0.... .040 0 .028 0 y 1113674 12663 621 621 3290.62 4 90.6251.508 H.1-1 747 5 M124 RT2X2X0.... .069 0 .030 16.795 z 10759.... 12663 621 621 3290.62 54290.62 5 1.599 H.1-1 748 5 M125 11T2X2X0.... .288 `197.1...,' .034 36,973 y 8961.111 12663 621 621 3290.62 4290.6254.415 H.1-1 749 5 M126 RT2X2X0.... .274 0 .040 0 z 1786.661 23625 1024.8751024.8755062.5 5062.5 4.317 H.1-1 750 5 M127 RT2X6X0.... .545 200.8... .05$ .200.8...y 27365.... 38745 2193.9414267.961 16555....-373.4821.412 1-1.1-1 751 5 M128 RT2X2X0.... .593 100.4... .042 150.6... y 13030.... 23625 1024.8751024.875 5062.5 5062.5 1.665 H.1-1 752 5 M129 RT125X1.... .196 200.8... .019 150.6... y 3854:58 7600.5 216 209.971 1771.87 1771.8751.882 H.1-1 753 5 M130 RT1.25X1.... .247 200.8... .017 150.6... y 3854.58 7600.5 216 211.385 1771.87 1771.8752.057 H.1-1 754 5 M131 RT1 5X1.5...` .177 0 .054 0 . y 6042.439 9288 327 327 2278.12 + 78.1252:378 H.i-1 755 5 M132 RT1.5X1.5... .476 60.875 .077 60.875 y 4069.441 9288 327 327 2278.12 502 78.125 2.51 H.1-1 756 5 M133 RT2X2X0....' .524 60.875 .079 '60.875 y 7287.549 12663 621 621 3290.6254290.6252.335 H.1-1 757 5 M134 RT1.5X1.5... .599 43.25 .068 43.25 y 5456.936 9288 327 327 2278.1250 78.125 2.491 H.1-1 758 5 M135 RT2X5X0.... .094 0 .032 35.813 z 17160.... 22815 1207.347 2340 9365.6254290.6251.731 H:1-1 759 5 M136 RT2X5X0.... .097 0 .036 60.875 z 6224.866 22815 1207.347 2340 9365.6254290.6252.069 H.1-1 760 5 M137 RT2X5X0.... .281 43.25 .041 43.25 z 16204.... 22815 1207.347 2340 9365.62 4290.6251.839 H.1-1 761 761 5 M138 RT2X3X0.... .036 0 .030 3.051 z 10682.... 16065 868.5 1102.5 5315.6254290.6252.949 H.1-1 762 5 M139 RT2X3X0....`` .010 0 .004 0 z 14209.... 16065 868.5 1102.5 5315.62 4290.6251.019 H:1-1, 763 5 M140 RT2X3X0.... .017 0 .017 23.164 z 11800.... 16065 868.5 1102.5 5315.62 290.6251.892 H.1-1 764 5 M141 RT2X3X0.... .009 0 .006 0 z 14209.... 16065 868.5 1102.5 5315.62 4290.625 1.175 H,1-1 765 5 M142 RT2X3X0.... .033 0 .008 0 z i1800.... 16065 868.5 1102.5 5315.62 542 90.625 1.294 H.1-1 766 5 M143 RT2X3X0.... .020 Y 0 .015 0 z 14209.... 16065 868.5 1102.5 5315.6254290.6251.035 H.1-1. 767 5 M144 RT2X3X0.... .053 0 .006 0 z 11800.... 16065 868.5 1102.5 5315.6254290.6251.122 H.1-1 768 5 M145 RT2X3X0....• .401 39.66 .563 42.711 y 10682.... 16065 868.5 1102.5 5315.6254290.6252.08 H.1-1` 769 5 M146 RT2X4X0.... .175 143.68 .029 125.72 z 3664389 19440 1092.57 1676.25 7340.6254290.6251.663 H.1-1 770 5 M147 RT3X4X0.... .289 143.68 .038 143.68 z 8908.951 22815 1835.635 2205 7340.62 .315.6251.825 H.1-1 771 5 M148 RT3X3X0.... .162 143.68 .031 125.72 z 7183.135 19440 1485 1485 5315.62 .315.6251.863 H.1-1 772 5 M149 RT2X4X0.... .014 12.68 .016 15.849 z 12880.... 19440 1092.57 1676.25 7340.62 4290.6253.848 H.1-1 773 5 M150 RT2X4X0.... .014 17.123 .006 17.123 z 12424.... 19440 1092.57 1676.25 7340.6254290.625 2.049 H.1-1 774 5 M179 RT2X2X0....' .096 0 .003 0 y 6912.922 12663 621 621 3290.625 290.62 2.131 H.1-1 775 5 M180 RT2X2X0.... .192 0 .012 82.041 y 5620.584 12663 621 621 3290.62542 90.62 5 1.315 H.1-1 776 5 M181 RT2X2X0.... .077 82.041 ' .017 82.041 y 5620:584 12663 621 621 3290.62 4290.62 2.249 H:i-1,. 777 5 M182 RT2x2X0.... .158 67.787 .027 67.787 y 6743.152 12663 621 621 3290.62542 90.625 2.133 H.1-1 778 5 M182A RT2X2X0.... .139 ;'16.795 .034 0 z 10759.... 12663 621 621 3290.6254, 80-626 1.97 H.1-1 779 5 M184 RT2X2X0.... .163 3 .221 0 y 11136.74 12663 621 621 3290.6254290,6252.132 H.1-1 780 5 M185 RT2X2X0.... .124 0 .004 0 z 10848.... 12663 621 621 3290.62 4290.62 1.831 H.1-1 781 6 M1 RT2X3X0.... .025 0 .022 3.051 z 10682... 16065 868.5 1102.5 5315.62542 90.625 3.558 H.1-1 782 6 M2 RT2X3X0.... .008 11.75 .003 0 y 14209.... 16065 868.5 1102.5 5315.6254 90.62 1.333 H.1-1'. 783 6 M3 RT2X3X0.... .018 23.164 .012 37.063 z 11800.... 16065 868.5 1102.5 5315.6254290.625 1.113 H.1-1 784 6 M4 RT2X3X0.... .013 11.75 .003 11.75 z 14209.... 16065 868.5 1102.5 5315.62 4290.625 1.27 H.1-1 785 6 M5 RT2X3X0.... .027 0 .007 37.063 z 11800.... 16065 868.5 1102.5 5315.6254290.6251.161 H.1-1 786 6 M6 RT2X3X0...: .023 11.75 .013 0 y 14209.... 16065 868.5 1102.5 5315.62 4290.62 :1.63 H.1-1 787 6 M7 RT2X3X0.... .053 0 .006 0 z 11800.... 16065 868.5 1102.5 5315.6254290.62 1.095 H.1-1 788 6 i M8 RT2X3X0... ' .408 39.66 .503 42.711 y 10682.... 16065 868.5 1102.5 5315.62 4290.62 2.205 H.1-1. 789 6 M9 RT2X4X0.... .208 143.68 .012 143.68 y 3664.389 19440 1092.57 1676.25 7340.62 542 90.626 3.059 H.1-1 RISA-3D Version 15.0.1 [\...\...\...1..\...\...\...\...\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 94 Company : SML Engineers .1 ISADesigner : R.1039-1c,EIT Job Number : 1039-17 Model Name Tesla Storefront-Washington Square Mall Exterior Checked By.J.Light,PE Member AA ADM1-10:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[inl Shear... Loc[in] Dir phi*Pnc..phi*Pnt[...hi*Mn...phi*Mn...phi*Vny... hi*Vnz... Cb Eqn 790 6' M10 RT3X4X0... .212 143.68, .034 125.72 z 8908.951 22815 1835.635 2205 7340.625 15.6252.792 H:1-1 791 6 M11 RT3X3X0.... ,090 143.68 ,025 143.68 z 7183.135 19440 1485 1485 5315.6255315.6252.399 H.1-1 792 6 M12 RT2X4X0.... .008 19.019 .006 15.649, y 12880.... 19440 1092.57 1676.25 7340.6253290.6251.952 H:1-1' 793 6 M13 RT2X4X0.... .017 54.794 .003 54.794 z 12424.... 19440 1092.57 1676.25 7340.62 290.6252.415 H.1-1 794 6 M14 RT2X2X0.. .148 44.938 ,084 44.938; z 8542.72 12663 621 621 3290.62 290.6251.692 H.1-1' 795 6 M15 RT2X2X0.... .300 12 .077 12 y 11136.74 12663 621 621 3290.625 290.6252.173 H.1-1 796 6 M16 RT2X2X0..: .275 ` 8.426 .257 30.895 z 8542.72 12663 621 621 3290.62 290.6251.962 H.1-1° 797 6 M17 RT2X2X0,... .166 0 .059 12 y 11136.74 12663 621 621 3290.62 290.6252.068 H.1-1 798 6 M18 RT2X2X0... .465 0 .345 3 y 20666.... 23625 1024.8751024.875 5062.5 5062.5 2.34 H.1-1 799 6 M19 RT2X2X0.... .206 0 .009 35.29 z 9302.488 12663 621 621 3290.625 290.6252.151 H.1-1 800 6 M20 RT2X2X0...=• .069 16.795 .009 16.795` z 10759:... 12663 621 621 3290.625290.6251.058 H.1-1' 801 6 M21 RT1.25X1.... .201 3.875 .196 0 y 6947.299 7600.5 216 216 1771.8751771.875 2.171 H.1-1 802 6 M22 RT1.25X1.. .197 0 .144 0 y 6947..299 7600.5 216 216 1771.875 771.8752.264 H.1-1, 803 6 M23 RT1.25X1... .188 0 .145 0 y 7016.026 7600.5 216 216 1771.87 1771.8751.869 H.1-1 804 6 M24 RT2X2X0... .184 33.703 ,111 44.938 Z 8542.72 12663 621 621 3290.62 290.6251.218 H:1-1 805 6 M25 RT2X2X0.... .415 0 .179 12 y 11136.74 12663 621 621 3290.625'290.6252.253 H.1-1 806 6 M27 RT2X2X0.... .348 0 .116 ` 12 r y 11136.74 12663 621 621 3290.6254290.6251.961 H1-1 807 6 M28 RT2X6X0.... .545 0 .222 12 y 34302... 38745 ►193.941 4462.5 16555.... -373.4821.767 H.1-1 808 6 M29 R12X2X0... .059 35.29 .011 ! 0 + z 9302.488 12663 621 621 3290.62 x290.6251.259 H;1-1 809 6 M30 RT2X2X0.... .049 16.795 .038 0 z 10759.... 12663 621 621 3290.625 290.6251.973 H.1-1 810 6 M31 RT1.25X1... .073 3.875 .136 3.875 z 6947'299 7600.5 216 216 1771.8751771.8752.244 H;1-1 811 6 M32 RT1.25X1.... .122 3.875 .100 0 z ••47.2997600.5 216 216 1771.875 771.8752.165 H.1-1 812 6 M33 RT1.25X1.. .091 0 .124! 3 y 016`02.7600.5 216 216 1771.87. 771.8752.197 H.1-1 813 6 M34 RT2X2X0.... .170 33.703 .086 44.938 z 8542.72 12663 621 621 3290.625'290.6252.238 H.1-1 814 6 M35. RT2X2X0... .353 12 .135 12 ' y 11136.74 12663 621 621 3290.625'290.6252.252 H.1-1_ 815 6 M37 RT2X2X0.... .209 0 .058 12 y 11136.74 12663 621 621 3290.625'290.6252.114 H.1-1 816 '6 M38 RT2X2X0... .539 0 .229 3 y 20666.... 23625 1024.8751024.875 5062.5 5062.5 2.262 H1-1 817 6 M39 RT2X2X0.... .072 35.29 .025 0 z 4302.48: 12663 621 621 3290.6254290.6252.339 H.1-1 818 6 M40 RT2X2X0... .047 16.795 .022 0 z 10759.... 12663 621 621 3290.625'290.6251.294 H.1-1' 819 6 M41 RT1.25X1... .064 3.875 .118 0 z .947.299 7600.5 216 216 1771.87 1771.8751.962 H.1-1 820 6 M42 RT1.25X1... .156 3.875 .147 0 z .947.29'7600.5 216 216 1771.8751771.8752127 H1-1 821 6 M43 RT1.25X1.... .106 0 .079 3 y 016.0267600.5 216 216 1771.8751771.8751.866 H.1-1 822 6 M44 RT2X2X0.. - .091 44.938 .011 2.809 z 8542.72 12663 621 621 4 90.6254290.6252-13411.1-1 823 6 M45 RT2X2X0.... .137 3 .078 0 y 11136.74 12663 621 621 4290.625'290.6252.005 H.1-1 824 6 M47 RT2X2X0.... .080 0 .028 12 y 11136.74 12663 621 621 '290.62 '290.6251.641 H1-1 825 6 M48 RT2X2X0.... .308 0 .141 3 y 11136.74 12663 621 621 '290.625'290.6252.111 H.1-1 826 6 M49 RT2X2X0... .230 2.206 .338 0 z 4402.488 12663 621 621 4290.625 290.6253.258 H.1-1, 827 6 M50 RT2X2X0.... _023 16.795 .003 0 z 10759.... 12663 621 621 4290.625 290.6252.338 H.1-1 828 6 M51 RT1.25X1.. .015 0 .095 0 z .:47.2997600.5 216 216 ;1771.8751771.8751.48 H.1-1 829 6 M52 RT1.25X1... ,152 3.875 .099 0 z ••47.2997600.5 216 216 1771.87 1771.8751.936 H.1-1 830 6 M52A RT2X2X0.. . .022 33.188 .038 0 y .'68.101 12663 621 621 '' 90.62 4290.6251.44 H.1-1 831 6 M53 RT1.25X1... .022 0 .048 3 y 016.026 7600.5 216 216 1771.8751771.8751.031 H.1-1 832 6 M53A RT2X2X0... .171 0 .108 11.75 z 11156.... 12663 621 621 ,4290.6254290.6251.764 H.1-1 833 6 M54 RT2X5X0.... .261 0 .060 0 z .715.222 22815 1207.347 2340 365.6254290.6252.952 H.1-1 834 6 M54A RT2X2X0.. . .070 0 .010 0 ' z x.68.101 12663 621 621 14290.6254290.6252.354 H.1-1 835 6 M55 RT2X2X0.... .052 0 .045 0 y 11156.... 12663 621 621 4290.6254290.6252.282 H.1-1 836 ;6 M56 RT2X2X0.. . .214 2.074 .584` 0 z 17356.... 23625 1024.8751024.8755062.5!5062.5'2.496 H1-1 837 6 M57 RT2X2X0.... .127 0 .325 11.75 z 11156.... 12663 621 621 4290.625'290.6252.269 H1-1 838 6 M58 RT2X2X0.. . .316 0 .046 0 y .•75.621 12663 621 621 4290.6254290.6251.896111-1 839 6 M59 RT2X2X0.... .370 0 .050 0 y .•75.621 12663 621 621 4290.6254290.6252.241 H.1-1 840 6 M60 RT2X2X0. .. .315 127.0 . .052 0 y 18957.... 23625 1024.8751024.8765062.5 5062.5'1.837 H.1-1 841 6 M61 RT2X6X0.... .415 0 .061 0 y 27365.... 38745 P193.941 4462.5 16555.... 373.4821.643 H.1-1 RISA-3D Version 15.0.1 [\...\...1..\...\...\...\...\...\...\...\1039-17 Tesia Space Truss- Exterior JL.r3d] Page 95 Company : SML Engineers Designer : R.Begic,EIT IIIR'SA Job Number : 1039-17 Checked By. J.Light,PE Model Name : Tesla Storefront-Washington Square Mall Exterior Member AA ADM1-10:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[in] Shear... Loc[in]Dirphi*Pnc..phi*Pnt[.. i*Mn...phi*Mn...phi*Vny...phi*Vnz... Cb Eqn 842 6 M62 RT1.25X1.. .122 0 .019 "47.648 y 3854.58 7600.51 216 216 1771.87 1771.8752.064 H:1-1' 843 6 M63 RT1.25X1... .150 0 .017 0 y 3854.58 7600.5 216 216 1771.8751771.875 224 H.1-1 844 6 M64 RT2X2X0.... .397 0 .067 0 y 8675:621 12663 621 621 3290.62 .4290.6252.442 H:1-1 845 6 M65 RT2X2X0.... .360 0 .067 0 y 7287.549 12663 621 621 3290.62 4290.6252.41511.1-1 846 6 M66 RT1.5X1.5.. .292 0 .054 0 y 7056 " 9288 327 327 2278.12 +. 78.125 2.32 H.1-1 847 6 M67 RT2X2X0.... .284 62.369 .010 0 y 7169.857 12663 621 621 3290.62 4290.6252.147 H.1-1 848 6 M68 RT2X2X0... .216 0 .015 0 _y 6122:775 12663 621 621 3290.62 4290.625 2.291 H;1-1; 849 6 M69 RT2X2X0.... .287 55 .240 55 z 7750.24 12663 621 621 3290.62 4290.6253.324 H.1-1 850 6 M70 RT2X2X0...`. .188 55 .523 0 z 13948.... 23625 1024.8751024.875 5062.5 5062.5 3.184 H.1-1' 851 6 M71 RT2X2x0.... .238 12 .198 12 y 11136.74 12663 621 621 3290.6254290.6252.272 H.1-1 852 6 M72 RT2X2X0.... .246 12 .138 12 y 11136.74 12663 621 621 3290.6254290.6252.334 H.1-1` 853 6 M73 RT2X2X0.... .094 12 .036 12 y 11136.74 12663 621 621 3290.6254290.625 2,07 H.1-1 854 6 M74 RT2X2X0.... .280 2.206 .297 ` 2.206 z 9302.488 12663 621 621 :3290,6253290,6254.272 H.1-1 855 6 M76 RT1.25X1... .116 3.875 .052 3.875 z 6947.299 7600.5 216 216 1771.8751771.875 2.04 H.1-1 856 6 M77 RT1.25X1..: .,161 3.875 .116 3.875 z 6947.2997600.5 216 216 1771.8751771.8751.721 H.1-1. 857 6 M78 RT1.25X1... .057 0 .063 3 y 7016.026 7600.5 216 216 1771.8751771.8752.209 H.1-1 858 6 M79 RT2X2X0.... .024 ` 55 .028 55 z 7750.24 12663 621 621 3290.6253290.6252.683 H.1-1 859 6 M80 RT2X2X0.... 120 55 .054 34.375 z 7750.24 12663 621 621 3290.6253290.6252.776 H.1-1 860 6 M81 RT2X2X0.... .073 0 .032 6 ` y 11136.74 12663 621 621 3290.625 290.62 2.288 H.1-.1 861 6 M82 RT2X2X0.... .101 12 .037 6 y 11136.74 12663 621 621 3290.625 290.625 1.75 H.1-1 862 6 i. M83 RT2X2X0... .016 12 .015 0 y 11136.74 12663 621 621 3290.62 .290.6251.338 H.1-1 863 6 M84 RT2X2X0.... .027 35.29 .023 0 z 9302.488 12663 621 621 3290.625 290.6252.013 H.1-1 864 6 M85 RT2X2X0.. .046 0 .027 0 z 10121.... 12663 621 621 3290.625 290.6251.65 H:1-1 865 6 M86 RT1.25X1... .049 3.875 .036 3.875 z 6947.299 7600.5 216 216 1771.8751771.8752.425 H.1-1 866 6 M87 RT1.25X1.... .096 3.875 .054 ` 3.875 z 6947.2997600.5, 216 216 1771.87 1771.8752.196 H.1-1, 867 6 M88 RT1.25X1.... .035 3 .034 3 y 7016.026 7600.5 216 216 1771.8751771.8752.177 H.1-1 868 6 M89 RT2X2X0.,. .063 30.938 ,043 30.938 z 7750.24 12663 621 621 3290.625 290.6253.691 H.1-1 869 6 M90 RT2X2XO.... .115 34.375 .035 34.375 z 7750.24 12663 621 621 3290.625 290.6251.977 H.1-1 870 6 M91 RT2X2X0... .009 ' 12 .011 6 y 11136.74 12663 621 621 1290.62 290.6251.917 H.1-1 871 6 M92 RT2X4X0.... .401 0 .148 6 y 32701.... 37125 1890 2986.875 13162.5 5062.5 1.669 H.1-1 872 6 M93 RT2X2X0... ' .062 0 .019 0 y 11136.74 12663 621 621 3290.625 290.6252.074 H.1-1 873 6 M94 RT2X2XO.... .016 0 .010 0 z 9302.488 12663 621 621 3290.62 4290.6251.082 H.1-1 874 6 M95 RT2X2X0..- .064 0 .024 0 z 10121.... 12663 621 621 3290.6254290.6252.386 H.1-1 875 6 M96 RT1.25X1.... .095 3.875 .117 0 z 6947.299 7600.5 216 216 1771.8751771.8751.073 H.1-1 876 6 M97 RT1.25X1... .024 3.875 .012 3.875 y 6947.2997600.5 216 216 1771.87 771.8752.152 H.1-1 877 6 M98 RT1.25X1.... .051 0 .061 0 y'7016.0267600.5 216 216 1771.8751771.875 2.06 H.1-1 878 6 M99 RT2X2X0... .094 ` 0 .043 30.938; z 7750:24 12663 621 621 3290.62 290.6252.751 H.1-1 879 6 M100 RT2X2X0.... .141 34.375 .037 34.375 z 7750.24 12663 621 621 3290.6254290.6252.401 H.1-1 880 6+ M101 RT2X2X0.... .131 0 .048 6 y 11136.74 12663 621 621 3290.62 4290.6252.363 H:1 881 6 M102 RT2X4X0.... .579 0 .202 3 y 32701.... 37125 1890 2986.875 13162.5 5062.5 2.061 H.1-1 882 6 M103 RT2X2X0.... .167 0 .058 0 y 11136.74 12663 621 621 3290.62 4290.6251.893 H.1-1 883 6 M104 RT2X2X0.... .023 0 .003 35.29 z 9302.488 12663 621 621 3290.6254290.6252.423 H.1-1 884 6' M105 RT2X2X0... ` .068 0 .023 0 z 10121... 12663 621 621 3290.62 4290.6251.073 H.1-1` 885 6 M106 RT1.25X1.... .024 0 .091 0 z 6947.2997600.5 216 216 1771.8751771.8752.173 H.1-1 886 6 M107 RT1.25X1.- ,115 3.875 .071 3.875 z 6947.299 7600.5 216 216 1771.87 771.8752.282 H:1-1. 887 6 M108 RT1.25X1.... .121 0 .118 0 y 7016.026 7600.5 216 216 1771.8751771.8752.189 H.1-1 888 6 M112 RT2X2X0... ` .491 I 0 .298 3 y 20666.... 23625 1024.8751024.875 5062.5 5062.5`2.261 H:1-1 889 6 M113 RT2X2X0.... .036 0 .006 12 z 11136.74 12663 621 621 3290.6254290.6251.404 H.1-1 890 6 M1.14 RT2X2X0... .167 0 ' .020 0 z 9302.488 12663 621 621 329062 90.6252.134 H.1-1 891 6 M115 RT2X2X0.... .267 8.426 .096 8.426 z 8542.72 12663 621 621 3290.6254290.6252.419 H.1-1 892 6 M116 RT125X1.., .247 3.875 .206 0 y 0%1947-299 7600.5 216 216 1771.87771.8752.178 H1-1 893 6 M116A RT2X2X0.... .087 30.895 .034 30.895 z 8542.72 12663 621 621 3290.62 290.6252.941 H.1-1 RISA-3D Version 15.0.1 [\...\..\...1..\...\...\...\...\...\...\1039-17 Tesia Space Truss- Exterior JL.r3d] Page 96 Company : SML Engineers )73 IRISA Designer : R.Beg1039-1c,Eli Job Number 1039-17 Checked By.J.Light,PE Model Name Tesla Storefront-Washington Square Mall Exterior Member AA ADM1-10:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[inl Shear... Loc in Dir phi*Pnc...phi*Pnt[..phi*Mn...phi*Mn...phi*Vny...•hi*Vnz... Cb Eqn 894 6`" .M117 R1-1.25X1:. .172 0 .120 0 y 69472997600.5 216 216 1771.87 1771.875226 H.1-1 895 6 M117A RT2x2X0.... .157 3.625 .099 3.625 v 11796.32 12663 621 621 3290.6254290.625 1.54 H.1-1 896 6 M118 RT1.25X1... .106 3 .107 0 z 7016.028 7600.5 216 216 1771.87 1771.87 1.616 H.1-1'. 897 6 M118A R12X2X0.... .044 0 .083 0 z 11796.32 12663 621 621 3290.62 54290.625 1.926 H.1-1 898 6 M119 RT2X2X0... .159 10.063 .086 0 z 11289.33 12663 621 621 .3290.62 x290.6252.219 H.1-1 899 6 M120 RT2X2X0.... .140 10.063 .072 0 y 11289.33 12663 621 621 .3290.625 290.6252.244 H.1-1 900 6 M121 RT2X2X0.... .285 ` 0 .077 0 y 11136.74 12663 621 621 3290.62 4290.6252.238 H.1-1 901 6 M122 RT2X2X0.._. .085 12 .022 0 z 11136.74 12663 621 621 3290.6254290.6252.272 H.1-1 902 6 M123 RT2X2X0... .038 0 .012 12 y 11136.74 12663 621 621 3290.62 4290.6251.647 H.1-1 903 6 M124 RT2X2X0.... .046 0 .015 0 z 10759.... 12663 621 621 3290.625 290.6251.788 H.1-1 904 6 M125 RT2X2X0.,. .241 -197.1.. .040 36.973 y 8961.111 12663 621 621 3290.6254290.6254.277 H.1-1 905 6 M126 RT2X2X0.... .228 197.1... .049 36.973 y 1786.661 23625 1024.8751024.875 5062.5 5062.5 4.235 H.1-1 906 6 M127 R1-2X6X0... .352 200.8... .050 200.8.. y 27365.... 38745 2193.9414268.93316555.... 373.4821.416 H.1-1! 907 6 M128 RT2X2X0.... .408 100.4... .047 200.8... v 13030.... 23625 1024.8751024.875 5062.5 5062.5 1.705 H.1-1 908 6 M129 RT1.25X1..," ,111 200.8... .014 87.855 y 3854.58 7600.5 216 210.416 1771.875 771.8751.934 H.1-1 909 6 M130 RT1.25X1... .135 200.8... .014 0 y 3854.58 7600.5 216 210.193 1771.87517 71.875 1.908 H.1-1 910 6 M131 ' RT1.5X1.5.; .130 0 .042 0 " y 6042.439 9288 327 327 2278.12 + 78.1252.389 H.1-1 911 6 M132 RT1.5X1.5.. .346 60.875 .064 60.875 y 4069.441 9288 327 327 2278.12 '278.1252.498 H.1-1 912 6 M133 RT2X2X0... .367 60.875 .045 60.875 y 7287.549 12663 621 621 "3290.6254290.6252.352 H.1-1' 913 6 M134 RT1.5X1.5... .421 43.25 .061 43.25 y 5456.936 9288 327 327 2278.125 278.1252.498 H.1-1 914 6 M135 " RT2X5X0... .070 24.621 .024 0 z 17160.... 22815 1207.347 2340 9365.62 4 90-625 2177 H.1-1': 915 6 M136 RT2X5X0.... .089 60.875 .032 60.875 z 6224.866 22815 1207.347 2340 9365.62542 90.625 1.776 1-.1-1 916 6 M137 RT2X5X0... ' 286 43.25 .052 ,43.25' z 16204.... 22815 1207.347 2340 9365.62 4290.6252.184 H.1-1 917 6 M138 RT2X3X0.... .022 6.102 .017 48.813 z 10682.... 16065 868.5 1102.5 5315.6254290.6252.581 H.1-1 918 6 M139 RT2X3X0.... .005 0 .005 0 z 14209..,. 16065 868.5 1102.5 5315.62 290.6252:124 1-1.1-1 919 6 M140 RT2X3X0.... .012 20.848 .011 0 z 11800.... 16065 868.5 1102.5 5315.6254290.6251.658 H.1-1 920 6 M141 RT2X3X0... .005 . 0 ' .007 0 z 14209.... 16065 868.5 1102.5 5315.fe54280-62 5 1.297 H.1-1' 921 6 M142 RT2X3X0.... .019 37.063 .006 0 z 11800.... 16065 868.5 1102.5 5315.6254290.6252.215 H.1-1 922 6 M143" RT2X3X0... .012 0 .009 0 z 14209.... 16065 868.5 1.102.5 5315.62 4290.6251.302 H.1-1 923 6 M144 RT2X3X0.... .047 37.063 .006 0 z 11800.... 16065 868.5 1102.5 5315.6254290.6251.783 H.1-1 924 6 M145 RT2X3X0... .368 39.66 .424 . 42.711 y 10682.... 16065 868.5 1102.5 5315.62 4290.6251.988 H.9-1 925 6 M146 RT2X4X0.... .156 98.78 .013 143.68 z 3664.389 19440 1092.57 1653.7617340.6254290.6251.238 H.1-1 926 6 M147 RT3X4X0.... " .158 143.68 .046 `125.72' Z 8908.951 22815 1835.635 2205 7340.625. 15.6251.153 H-1-1; 927 6 M148 RT3X3X0.... .123 143.68 .011 143.68 z 7183.135 19440 1485 1485 5315.625 15.6251.368 H.1-1 928 6 M149 RT2X4X0... ' .020 19.019 .019 0 z 12880.... 19440 1092.57 1676.25 7340.62 42 90-6252-075 H.1-1 929 6 M150 RT2X4X0.... .016 17.123 .011 0 z 12424.... 19440 1092.57 1676.25 7340.62 54290.625 2.114 H.1-1 930 6 M179 RT2X2X0... .090 0 .003 65.632 z 6912.922 12663 621 621 3290.62 ‘290-6251-985-11.1-1 931 6 M180 RT2X2x0.... .114 10.255 .007 82.041 y 5620.584 12663 621 621 3290.6254290.6251.16 H.1-1 932 .6 M181 RT2X2X0.... .068 82.041 .010 82.041 y 5620.584 12663 621 621 3290.62 4290.6252.438 H.1-1; 933 6 M182 RT2X2X0.... .111 0 .022 67.787 y 6743.152 12663 621 621 32 90.62 54290.625 2.1 01 H.1-1 934 6 M182A RT2X2X0.... .107 ;16.795 ,024 16.795' z,10759.... 12663 621 621 3290.6254290.6252.278 H.1-1 935 6 M184 RT2x2x0.... .139 3 .181 3 y 11136.74 12663 621 621 3290.6254290.6252.017 H.1-1 936 6 M185 "RT2X2X0....` .120 0 .006 15.661 z 10848.... 12663 621 621 3290.62 4290.6252.033 H1-1' 937 7 M1 RT2X3X0.... .022 6.102 .022 48.813 z 10682••.. 16065 868.5 1102.5 5315.6254290.6253.044 H.1-1 938 7 M2 RT2X3X0... .008 11.75 .003 ' 11.75 z 14 209-. 16065 868.5 1102.5 5315.6254 90.6251.065 H.1-1' 939 7 M3 RT2X3X0.... .024 23.164 .015 37.063 z 11800.... 16065 868.5 1102.5 5315.62 4290.6251.413 H.1-1 940 7 M4 RT2X3X0.... .011 '11.75 .006 11.75 z 14209.... 16065 868.5 1102.5 5315.62 4290.6251.518 H.1-1 941 7 M5 RT2X3X0.... .021 37.063 .005 37.063 z 11800.... 16065 868.5 1102.5 5315.62 4290.6251.005 H.1-1 942 7 M6 RT2X3X0....` .013 11.75'' .008 0 y 14209.- 16065 868.5 1102.5 5315.6254290.6252.196 H.1-1 943 7 M7 RT2X3XO.... .042 37.063 .005 0 z 11800.... 16065 868.5 1102.5 5315.62 4290.6251.285 H.1-1 944 7` M8 RT2X3X0... .453 =39.66 .489 i 42.711 y 10682.... 16065 868.5 1102.5 5315.6254290.6252.225 H.1-1 945 7 M9 RT2X4X0.... .237 143.68 .008 143.68 y 3664.389 19440 1092.57 1676.25 7340.6254290.6252.283 H.1-1 RISA-3D Version 15.0.1 [\...\...\...\.,.\...\...\...\...\...\...11039-17 Tesla Space Truss- ExteriorJL.r3d] Page 97 Company : SML Engineers ; t J.Light,PE RISA Designer : R.Beg1039-1c,EIT Job Number : 1039-17 y. Model Name Tesla Storefront-Washington Square Mall Exterior Checked By Member AA ADMI-10:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[in] Shear... Loc[in Dirphi*Pnc..phi*Pnt[..phi*Mn...phi*Mn...phi*Vny..p. hi*Vnz... Cb Eqn 946 7 M10 RT3X4X0.... ..166 143.68 .047 125.72 z 8908.951 22815 1835.635 2205 7340.6255315.6251:732 H.1-1 947 7 M11 RT3X3X0.... .091 143.68 .018 143.68 z 71 83.135 19440 1485 1485 5315.6255315.625 1.67 H.1-1 948 7 M12 RT2X4X0.... .023 15.849 - .011 15.849 y 12880- 19440 1092.57 1676.25 7340.6253290.6251.786 H.1-1 949 7 M13 RT2X4X0.... .020 54.794 .003 17.123 z 12424.... 19440 1092.57 1676.25 7340.6253290.6252.325 H.1-1 950 7 M14 RT2X2X0....'; .134 44.938 = _089 44.938 Z 8542.72 12663 621 621 3290.6253290-625 1.918 H.1-1 951 7 M15 RT2X2x0.... .322 12 .091 12 y 11136.74 12663 621 621 3290.62 53290.625 2.177 H.1-1 952 7 M16 RT2X2X0.... ,310 8.426 .339 30.895 Z 8542.72 12663 621 621 " 3290.62 4290.6251.986 H.1-1 953 7 M17 RT2X2X0.... .144 0 .064 12 y 11136.74 12663 621 621 3290.62 4290.626 1.907 H.1-1 954 7 M18 RT2X2X0.... .453 0 .333 3 y 20666.... 23625 1024.8751024.875 5062.5 5062.5 2.339 H.1-1 955 7 M19 RT2X2x0.... .223 0 .022 35.29 z 9302.488 12663 621 621 3290.62 4290.625 2.1 51 H.1-1 956 7 M20 RT2X2X0.... ,069 '16.795 • .013 16.795 'z 10759.... 12663 621 621 3290.62 4290.625 1-349 H.1=1' 957 7 M21 RT1.25X1.... .204 3.875 .179 0 y 6947.2997600.5 216 216 1771.87 1771.8752.161 H.1-1 958 7 M22 R1-1.25X1..„; .166 0 .107 0 y 0947299 7600.5 216 216 771.8751771.8752.255 H.1.1 959 7 M23 RT1.25X1.... .118 0 .109 0 y 7016.026 7600.5 216 216 1771.87 1771.8752.125 H.1-1 960 7 M24 RT2x2X0:... .181 33.703 .119 ;'44.938 z 8542.72 12663 621 621 3290.62 4290.6252.412 H.1-1. 961 7 M25 RT2X2X0.... .465 0 .205 12 y 11136.74 12663 621 621 3290.62 4290.625 2.256 11.1-1 962 7 M27 " RT2X2x0.... .351 0 .131 12 y 11136.74 12663 621 621 3290.62 4290.625 1.877 H.1-1 963 7 M28 RT2X6X0.... .508 0 .204 12 y 34302.... 38745 2193.941 4462.5 16555.... 373.4821.778 H.1-1 964 7 M29 RT2X2X0.... .047 35.29 ` .012 0 z 9302.488 12663 621 621 3290.62 290.625 1.91 H.1-1 965 7 M30 RT2X2X0.... .060 16.795 .047 0 z 10759.... 12663 621 621 3290.62 4290.6252.591 H.1-1 966 7! M31 RT1'.25X1.... .096 3.875 .139 3.875 z 6947.299 7600.5 216 216 1771.87 1771.875Z1 88 H.1-1; 967 7 M32 RT1.25X1... .077 3.875 .066 0 z 6947.299 7600.5 216 216 1771.8751771.875 2,22 H.1-1 968 '7 M33 RT1.25X1.... .079 0 .108 3 y 7016.0267600.5' 216 216 1771.87 1771.87 2.197 H.1-1 969 7 M34 RT2X2X0.... .141 33.703 .079 44.938 z 8542.72 12663 621 621 3290.6254290.6252.086 H.1-1 970 7 M35 RT2X2X0.... .352 12 .145 12 iy 11136.74 12663 621 621 3290.62 4 90.6252.252 H.1-1` 971 7 M37 RT2X2X0.... .186 0 .047 12 y 11136.74 12663 621 621 3290.62 54290.625 1.961 H.1-1 972 ` 7 M38 RT2X2X0....'' .519 0 .224 3 , 1y 20666.... 23625 1024.8751024.875 5062.5 5062.5 2.273 H.1-1 973 7 M39 RT2X2X0.... .053 0 .014 0 y 9302.488 12663 621 621 3290.625(290.625229 H.1-1 974 .7` M40 RT2X2X0.... .045 16.795 .026 0 z 10759.... 12663 621 621 .3290.6254290.6251.112 H.1-1 975 7 M41 RT1.25X1... .077 3.875 .112 0 z 6947.299 7600.5 216 216 1771.8751771.8751.891 H.1-1 976 7 M42 Ri1.25X1.... .143 3.875 .137 0 z 6947-2997600.5 216 216 1771.87 771.875 1.18 H.1-1 977 7 M43 RT1.25X1.... .098 0 .071 3 y 7016.026 7600.5 216 216 1771.8751771.875 1.81 H.1-1 978 7 M44 RT2X2X0.... .126 44.938 .014 33.703 z 8542.72 12663 621 621 3290,62 4290.6252.784 H.1-1 979 7 M45 RT2x2x0.... .160 3 .111 0 y 11136.74 12663 621 621 3290.6254290.625 2.07 H.1-1 980 7 M47 RT2X2X0.... .053 ' 0 .018 12 ''z 11136.74 12663 621 621 3290.6254290.6251.077 H.1-1 981 7 M48 RT2X2X0.... .312 0 .135 3 y 11136.74 12663 621 621 3290.6254290.6252.144 H.1-1 982 7 M49 RT2x2X0.... .230 2.206 .313 0; z 9302-A88 12663 621 621 3290.62 4290.6252.916 H.1-1 983 7 M50 RT2X2X0.... .025 16.795 .008 0 z 10759.... 12663 621 621 3290.6254290.6251.904 H.1-1 984 7 M51 RT1.25X1....' .035 3.875 .095 0 z 6947.299 7600.5 216 216 )771.87 1771.8751.688 H.1-1 985 7 M52 RT1.25x1.... .176 3.875 .098 0 z 6947.2997600.5 216 216 1771.8751771.8751.888 H.1-1 986 7 M52A RT2X2X0... .087 `33.188; .060 33.188 z 9468.101 12663 621 621 3290.62 4290.6251.798 H.1-1 987 7 M53 RT1.25X1... .024 3 .049 I 3 z 7016.026 7600.5 216 216 1771.87 1771.8751.015 H.1-1 988 7 M53A RT2X2X0.... .224 0 .121 11.75 z 11156..., 12663 621 621 3290.62 4290.625 1.93 H.1-1'. 989 7 M54 RT2X5X0.... .329 0 .088 0 z 5715.222 22815 1207.347 2340 9365.6254290.6252.699 1•1.1-1 990 7 M54A RT2X2X0-.. .038 0 .013 0 y 9468.101 12663 621 621 •3290.6254290,6252.427 H.1-1 991 7 M55 RT2X2x0.... .043 0 .043 0 y 11156.... 12663 621 621 3290.6254290.6252.242 H.1-1 992 7 M56 RT2X2X0...• .223 2.074 .545 0 ] z 17356.... 23625 1024.8751024.875 5062.5 5062.5 2.677 H.4-1, 993 7 M57 RT2X2X0.... .183 0 .368 11.75 z 11156.... 12663 621 621 3290.6254290.625 226 H.1-1 994 7 M58 RT2X2X0.... .352 0 .069 0 y 8670621 12663 621 621 3290.6254290.6251.961 H.1-1 995 7 M59 RT2X2X0.... .444 0 .073 0 y 8675.621 12663 621 621 32 90.62 54290.6252.278 H.1-1 996 7 M60 RT2X2X0... .312 -127.0... .073 0 y 18957.... 23625 1024.8751024.875 5062.5 5062.5'1.837 H:1-1, 997 7 M61 RT2X6X0.... .360 0 .082 0 y 273fi5.... 38745 2193.9414458.49216555.... 373.4821.619 H.1-1 RISA-3D Version 15.0.1 [\...\...\...\...\...\...\...\...\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 98 Company : SML Engineers 5-5 Designer : R.Begic,EIT 111RISA Job Number : 1039-17 Checked By.J.Light,PE Model Name : Tesla Storefront-Washington Square Mall Exterior Member AA ADMI-10:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[in] Shear... Loc[inl Dir phi*Pnc... hi*Pnt[..phi*Mn.... i*Mn...phi*Vny....hi*Vnz... Cb Eqn 998 7 M62 RT1.25X1.-.. .099 47.648 .029 47.648 y 2470.22 7600.5 216 216 1771.87 1771.8752.165 H1-1; 999 7 M63 RT1.25X1.... .114 127.0... .029 0 y 5450.03 7600.5 216 216 1771.87 1771.8752.073 H.1-1 1000 7 M64 RT2X2X0.-- .366 0 .084 0 y 8675.621 12663 621 621 3290.62 4290.625 2A5 H-1-1 1001 7 M65 RT2X2X0.... .358 0 .080 0 y 7287.549 12663 621 621 3290.625 290.6252.424 H.1-1 1002 7 M66 RT1.5X1.5.. .278 0 .060 0 y 7056 9288 327 327 2278.12 .x78.1252.327 H.1-1 1003 7 M67 RT2X2X0.... .303 62.369 .012 0 y 7169.857 12663 621 621 3290.6254290.6252.128 H.1-1 1004 7 M68 RT2X2X0. .213 0 .022 0 y 6122.775 12663 621 621 ;3290.62 4290.6252.261 H.1-1 1005 7 M69 RT2X2X0.... .372 55 .300 55 z 7750.24 12663 621 621 3290.6254290.6252.927 H.1-1 1006 7 M70 RT2X2X0... .245 55 .518 0 z 13948.-.- 23625 1024.8751024.875 5062.5 5062.5 2.989 H.1-1 1007 7 M71 RT2X2X0.... .284 12 .244 12 y 11136.74 12663 621 621 3290.625 290.6252.267 H.1-1 1008 7 M72 RT2X2X0... .237 12 ` .130 12 y 11136.74 12663 621 621 3290.62 4290.6252.377 H.1-1 1009 7 M73 RT2X2X0.._. .068 12 .021 12 z 11136.74 12663 621 621 3290.6254290.6251.272 H.1-1 1010 7 M74 RT2X2X0... .259 2.206 .295 i 2.206' z 9302.488 12663 621 621 3290.62 { 90.6253.386 H.1-1 1011 7 M76 RT1.25X1... .126 3.875 .058 3.875 z 6947.299 7600.5 216 216 1771.87 1771.8751.985 H.1-1 1012 7 M77 RT1.25X1.. .166 3.875 .116 3.875 z'6947.2997600,5 216 216 1771.8751771.8751.757 H-1-1 1013 7 M78 RT1.25X1.... .054 0 .062 3 y 7016.026 7600.5 216 216 1771.8751771.8752.215 H.1-1 1014 7 M79 RT2X2X0... .057 30.938 .034 ! 55 z 7750.24 12663 621 621 3290.625 290.6252.933 H.1-1 1015 7 M80 RT2X2X0._.. .178 55 .073 34.375 z 7750.24 12663 621 621 3290.625 290.6253.063 H.1-1 1016 7 M81 RT2X2X0... .081 0 .035 6 y 11136.74 12663 621 621 3290.62 293.6252.258 H.1-1 1017 7 M82 RT2X2X0.... .117 12 .043 3 y 11136.74 12663 621 621 3290.625 290.6251.742 H.1-1 1018 7 M83 RT2X2X0... .055 ' 12 .029 0 y 11136.74 12663 621 621 3290.625 290.6252.234 H.1=1 1019 7 M84 RT2X2X0.... .007 35.29 .023 0 z 9302.488 12663 621 621 3290.62 290.6253.281 H.1-1 1020 7 M85 RT2X2X0...: .093 0 .038 0 .; z 10121-... 12663 621 621 3290.625 290.6251.513 H.1-1 1021 7 M86 RT1.25X1-... .064 3.875 .042 3.875 z 6947.299 7600.5 216 216 1771.8751771.8752.017 H.1-1 1022 7 M87 RT1.25X1..., .091 3.875 .060 `3.875 z 6947.2997600.5 216 216 1771.8751771.8751.766 H;1-1 1023 7 M88 RT1.25X1.... .036 3 .033 3 y 7016.0267600.5 216 216 1771.8751771.8752.165 H-1-1 1024 7 M89 RT2X2XO... ,075 30.938 .049 30.938 z 7750.24 12663 621 621 3290.6253290.6254.159 H:1-1' 1025 7 M90 RT2X2X0.... .197 34.375 .064 34.375 z 7750.24 12663 621 621 3290.6253290.6251.868 H.1-1 1026 7 M91 RT2X2X0... .018 12 .017 6 v 11136.74 12663 621 621 3290.6254290.6251.952 H.1-1 1027 7 M92 RT2X4X0.... .377 0 .140 6 y 32701.... 37125 1890 '986.875 13162.5 5062.5 1.657 H.1-1 1028 7`' M93 RT2X2x0.... .100 0 .039 0 y 11136.74 12663 621 621 3290.62 4290.6252.181 H.1-1 1029 7 M94 RT2X2X0.... .019 0 .015 35.29 y 9302.488 12663 621 621 3290.6254290.6251.655 H.1-1 1030 7 M95 RT2X2X0... .108 0 .037 '! 0 z 10121..-- 12663 621 621 3290.6254290.6252.383 H:1-1 1031 7 M96 RT1.25X1.... .093 3.875 .112 0 z 6947.299 7600.5 216 216 1771.8751771.8752.142 H.1-1 1032 7 M97 RT1.25X1.... .019 3.875 .009 3.875 y 6947.2997600.5 216 216 1771.87 1771.8752.171 H-1-1 1033 7 M98 RT1.25X1.... .046 0 .055 0 y 7016.026 7600.5 216 216 1771.87 1771.8751.967 H.1-1 1034 7< M99 RT2X2X0... .110 0 .053 30.938 z 7750.24 12663 621 621 3290.6254290.6252.661 H.1-1 1035 7 M100 RT2X2X0.... ,252 34.375 .049 34.375 z 7750.24 12663 621 621 3290.6254290.6252.317 H.1-1 1036 7 M101 RT2X2X0... .175 0 .066 6 y 11136.74 12663 621 621 3290.62 4290.6252.359 H.1-1 1037 7 M102 RT2X4X0.... .545 0 .184 3 y 32701.... 37125 1890 '986.875 13162.5 5062.5 2.085 H.1-1 1038 7 M103 RT2X2X0... .237 0 .092 0 y 1113674 12663 621 621 3290.62 4290.6252.068 H.1-1 1039 7 M104 RT2X2X0.... .030 35.29_ .015 35.29 z 9302.488 12663 621 621 3290.6254290.6251.996 H.1-1 1040 7 M105 RT2X2X0.... .111 0 .041 0 z 10121.... 12663 621 621 3290.62 4290.6251.07 1-1:1-1 1041 7 M106 RT1.25X1... .032 3.875 .087 0 z 6947.299 7600.5 216 216 1771.8751771.8752.044 H.1-1 1042 7 M107 : RT1.25X1... .074 3.875, .053 3.875 z 6947.2997600.5 216 216 1771.87 771.8751.187 H.1-1 1043 7 M108 RT1.25X1... .112 0 .106 0 y 7016.026 7600.5 216 216 1771.8751771.8752.186 H.1-1 1044 7 M112 RT2X2X0.... .467 0 .269 ` 3 y 20666...- 23625 1024.8751024.875 5062.5 5062.5 2.265 H.1-1 1045 7 M113 RT2X2X0.... .053 0 .012 12 z 11136.74 12663 621 621 3290.62 4290.6251.813 111-1 1046 7 M114 RT2X2X0.... .155 0 ,023 0 z 9302.488 12663 621 621 3290.62 4290.6252.145 H.1-1 1047 7 M115 RT2X2X0.... .260 8.426 .077 8.426 z 8542.72 12663 621 621 3290.6254290.625 2.69 H.1-1 1048 7 M116 RT1 25X1... .214 3.875 .182 0 y X6947299 7600.5 216 216 1771.8751771.8752.169 H.1-1 1049 7 M116A RT2x2X0.... .112 44.938 .041 30.895 z 8542.72 12663 621 621 3290.6254290.6253.098 H.1-1 RISA-3D Version 15.0.1 [1...\...1..1...\...\...\...1..\...\...11039-17 Tesla Space Truss- Exterior JL.r3d] Page 99 Company : SML Engineers I Designer R.Begic,Eli 'SA, JNumber : Checked By.J.Light,PE Modelob Name : Tesla1039-17 Storefront-Washington Square Mall Exterior Member AA ADM1-1D:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[inLShear... Loci in pir phi*Pnc...phi*Pnt[..phi*Mn...phi*Mn...phi*Vny..phi*Vnz... Cb Eqn 1050 7 M117. RT1.25X1... .170 0 .118 0 y 6947.299 7600.5 216 216 1771.8751771.8752.265 H.1-1 1051 7 M117A RT2X2X0.... .200 3.625 .140 3.625 y 11796.32 12663 621 621 3290.6253290.6251.485 H.1-1 1052 7 M118 RT1.25X1... .100 3 .087 0 z 70160267600.5 216 216 1771.8751771,8752.162 H.1-1; 1053 7 M118A RT2X2Xo.... .085 3.625 .136 0 z 11796.32 12663 621 621 3290.6253290.6251,28 H.1-1 1054 7 M119 RT2x2x0... .300 10.063 .171 0 z 11289.33 12663 621 621 3290.6253290.6252.206 H.1-1' 1055 7 M120 RT2X2X0.... .184 0 .111 0 y 11 28 9.3 3 12663 621 621 32 90.62 54290.62 5 2.2 67 H.1-1 1056 7 M121 RT2X2X0.... .382 0 .107 0 y 11136.74 12663 621 621 3290.6254290.6252.232 H.1-1 1057 7 M122 RT2X2X0.... .120 12 .025 0 z 11136.74 12663 621 621 3290.6254290.6252,27 H.1-1 1058 7 M123 RT2X2X0.- .057 0 .020 12 y 11136,74 12663 621 621 32 90.62 54290.625 1.71 H.1-1 1059 7 M124 RT2X2X0.... .085 0 .031 0 z 10759.... 12663 621 621 32 90.62 5 290.6251.934 H.1-1 1060 7 M125 RT2X2X0.... .327 +197.1.- .061 '197.1..; y 8961.111 12663 621 621 3290.62 290.6254.234 H.1-1 1061 7 M126 RT2X2X0.... .345 197.1... .063 197.1... y 1786.661 23625 1024.8751024.8755062.5 5062.5 4.277 H.1-1 1062 7` M127 RT2X6X0.. .300 200.8.. ' .070 200.8.. y 27365.... 38745 2193.941 4269.421 16555.... 73.4821.418 H.1-1 1063 7 M128 RT2X2X0.... .409 100.4... .066 200.8... y 13030.... 23625 1024.8751024.8755062.5 5062.5 1.699 H.1-1 1064 7 M129 RT1.25X1..♦ .092 200.8.- .025 ''200.8..'--• y 3854.58 7600.5 216 210.524 1771-875 771.8751.947 H:1-1 1065 7 M130 RT1.25X1... .109 200.8... .026 200.8... y 3854.58 7600.5 216 210.765 1771.8751771.8751.977 H.1-1 1066 7 M131 RT1.5X1.5.: .133 0 .043 0 y 6042:439 9288 327 327 2278.12 ► 78 1252.306 1-1.1-1 1067 7 M132 RT1.5X1.5.. .360 60.875 .069 60.875 y 4069.441 9288 327 327 2278.12 •278.1252.505 H.1-1 1068 7 M133 R12X2X0... .353 60.875 .055 60.875 v 7287.549 12663 621 621 3290.62 42 90.625 2.354 H:1-1 1069 7 M134 RT1.5X1.5.. .390 43.25 .075 43.25 y 5456.936 9288 327 327 2278.12 5,278.125 2.5 04 H.1-1 1070 7 M135 RT2X5X0.... .087 4.477 .033 '35.813 z 17160.... 22815 1207.347 2340 9365.6254290.6252.92 H.1-1 1071 7 M136 RT2X5X0.... .149 60.875 .043 60.875 z 6224.866 22815 1207.347 2340 9365.62 542 90.62 5 1.606 H.1-1 1072 7 M137 RT2X5X0... .369 43.25' .086 43.25 z 16204._. 22815 1207.347 2340 9365.62 4290.6252.378 H.1-1 1073 7 M138 RT2X3X0.... ,020 45.762 .019 48.813 z 10682.... 16065 868.5 1102.5 5315.6254290.625 2.35 H.1-1 1074 7 M139 RT2X3X0... .005 11.75 .006 11.75 z 14209.... 16065 868.5 1102.5 5315.6254 90.6252.013 H.1-1 1075 7 M140 RT2X3X0.... .020 37.063 .013 37.063 z 11800.... 16065 868.5 1102.5 5315.62 542 90.62 5 1.751 H.1-1 1076 7 M141 RT2X3X0... ` .004 11.75 .006 0 ' z 14209.... 16065 868.5 1102.5 5315.6254290.6252.292 H.1-1, 1077 7 M142 RT2X3X0.... .024 37.063 .006 37.063 z 11800.... 16065 868.5 1102.5 5315.6254290.6251.559 H.1-1 1078 7 M143 RT2X3X0... :.017 0 - .008 0 z 14209.... 16065 868.5 1102.5;5315.62 54290.6251.007 H1-1; 1079 7 M144 RT2X3X0.... .047 37.063 .009 0 z 11800.... 16065 868.5 1102.5 5315.62542 90.62 5 1.661 H.1-1 1080 7 M145 RT2X3X0.. . .330 39.66 .355 42.711 y 10682.... 16065 868.5 1102.5 5315.62 4290.6251.966 H:1-1, 1081 7 M146 RT2X4X0.... .210 143.68 .020 143.68 z 3664.389 19440 1092.57 1676.25 7340.62 542 90.62 5 1.591 H.1-1 1082 7 M147 RT3X4X0... .156 143.68, ..046 125.72 z 8908.951 22815 1835.635 2205 7340.625 15.6251.313 H:1-1 1083 7 M148 RT3X3Xo.... .152 143.68 .012 143.68 z 71 83.13 5 19440 1485 1485 5315.625 15.6251.919 H.1-1 1084 7 M149 RT2X4X0.... .024 '15.849 .015 15.849 y 12880.... 19440 1092.57 1676,25 7340.6254290.6251.776 H.1-1 1085 7 M150 RT2X4X0.... .020 54.794 .008 0 z 12424.... 19440 1092.57 1676.25 7340.62 54290.6252.106 H.1-1 1086 .7 M179 RT2X2X0... .116 0 .004 '65.632 z 6912 922 12663 621 621 3290.62 4290.6251.819 H.1-1 1087 7 M180 RT2X2X0.... .154 10.255 .006 82.041 y 5620.584 12663 621 621 3290.6254290.6251.111 H.1-1 1088 7 M181 RT2X2X0... .083 82.041 .007 82.041 y 5620584 12663 621 621 32 90-6254290.62 5 2.352 H.1.1 1089 7 M182 RT2X2X0.... .150 0 .023 67.787 y 6743.152 12663 621 621 3290.625 290.6252.094 H.1-1 1090 7 M182A RT2X2X0... .147 16.795, ,034 >16.795 z 10759.... 12663 621 621 3290.62 4290.6252.403 H.1-1 1091 7 M184 RT2X2X0.... .177 3 .229 3 y 11136.74 12663 621 621 32 90.62 542 90.6252.097 H.1-1 1092 7 M185 RT2X2X0... , .140 0 ` .006 15.661 z 10348.... 12663 621 621 3290.6254290.6251.557 H.1-1 1093 8 M1 RT2X3X0.... .025 6.102 .019 48.813 z 10682.... 16065 868.5 1102.5 5315.62 4290.62 5 2.695 H.1-1 1094 8 M2 RT2X3X0... .006 0 ' .003 0 z 14209.... 16065 868.5 1102.5 5315.62 4290.6252.244 H.1-1 1095 8 M3 RT2X3X0.... .012 0 .011 23.164 z 11800.... 16065 868.5 1102.5 5315.625'290.6251.794 H.1-1 1096 8 M4 RT2X3X0..- .003 '11.75 .005 0 z 14209.... 16065 868.5 1102.5 5315.6254290.6251.64 H.1-1, 1097 8 M5 RT2X3X0.... .021 0 .005 0 z 11800.... 16065 868.5 1102.5 5315.62 542 90.625 1.56 H.1-1 1098 8 M6 RT2X3X0... .011 0 .009 11.75 y 14209.... 16065 868.5 1102.5 5315.62 4290.6252.191 H.1-1 1099 8 M7 RT2X3X0.... .051 37.063 .006 0 z 11800.... 16065 868.5 1102.5 5315.62 4290.6251.446 H.1-1 1100 8 M8 RT2X3X0...., .501 39.66 .584 42.711 y 10682.... 16065 868.5 1102.55315.6254290.6252.175 H.1-1 1101 8 M9 RT2X4X0.... .143 89.8 .007 116.74 z 3664.389 19440 1092.57 1652.8857340.6254290.6251.229 H.1-1 RISA-3D Version 15.0.1 [\...\...\...1..\...\...\...\...1...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 100 Company : SML Engineers ISA Designer R.Begic,EIT IIIRJob Number 1039-17 Checked By.J.Light,PE Model Name : Tesla Storefront-Washington Square Mall Exterior Member AA ADM1-10:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[iniShear... Loc[in1 Dirphi*Pnc..phi*Pnt[..phi*Mn... i*Mn...phi*Vny...•hi*Vnz... Cb Eqn 1102 8` M10 RT3X4X0... 166 143.68 .053 143.68' z 8908.951 22815 1835.6352205 7340.62 • 15.6251.142 H_1-1' 1103 8 M11 RT3X3X0.... .088 80.82 .023 125.72 z 7183.135 19440 1485 1485 5315.625. 15.6251.198 H.1-1 1104 8 M12 " RT2X4X0... ,017 19.019, .016 .0 z 12880.... 19440 1092.57 1676.25 7340.62 4290.6252.316 H.1-1 1105 8 M13 RT2X4X0.... .015 17.123 .009 0 z 12424.... 19440 1092.57 1676.25 7340.625 290.6252.236 H.1-1 1106 8 M14 RT2X2X0... .109> 44.938 .061 33.703' z 8542.72 12663 621 621 3290.62 4290.6252.125 H.1-1,' 1107 8 M15 RT2X2X0.... .225 12 .062 0 y 11136.74 12663 621 621 3290.62 4 2 90.62 5 2.1 85 H.1-1 1108 8 M16 RT2X2X0... .331 8.426 .303 ' 30.895 z 8542.72 12663 621 621 3290.62 { 90.6252.016 H.1-1 1109 8 M17 RT2X2X0.... .091 0 .034 0 y 11136.74 12663 621 621 3290.6254290.6251.682 H.1-1 1110 8 M18 RT2X2X0... .491 0 .382 ` 3 y 20666.... 23625 1024.8751024.8755062.5 5062.52.345 H.1-1' 1111 8 M19 RT2X2X0.... .223 0 .024 0 z 9302.488 12663 621 621 3290.6254290.6252.13 H.1-1 1112 8 M20 RT2X2X0... .044 16.795 .014 0 z 10759.... 12663 ":621 621 3290.62 4290.6251.12 H.1-1 1113 8 M21 RT1.25X1.... .273 3.875 .218 0 y 6947.299 7600.5 216 216 1771.8751771.8752.175 H.1-1 1114 8 M22 RTI.25X1.. .171 3.875 .109 0 y 6947.2997600.5 216 216 1771.87 1771.8752.271 H.1-1; 1115 8 M23 RT1.25X1.... .127 3 .132 3 z 7016.026 7600.5 216 216 1771.8751771.8752.231 H.1-1 1116 8 M24 RT2X2X0... .122 33.703, .079` 33.703 z 8542.72 12663 621 621 3290.6254290.6251.72 H.1-1' 1117 8 M25 RT2X2X0.... .308 0 .134 0 y 11136.74 12663 621 621 3290.6254290.6252.256 H.1-1 1118 8 M27 RT2X2X0.... .245 0 .082 0 ;;,y 11136.74 12663 . '621 621 3290.6254290.6251.851 H:1-1; 1119 8 M28 RT2X6X0.... .544 0 .224 6 y 34302.... 38745 2193.941 4462.5 16555.... 373.4821.763 H.1-1 1120 8 M29 RT2x2X0... .021 35.29 .004 35.29 z 9302 A88 12663 621 621 3290.62 4290.6251.902 H1-1 1121 8 M30 RT2X2X0.... .036 16.795 .032 16.795 z 10759.... 12663 621 621 3290.62 4290.6251.926 H.1-1 1122 8 M31 RT1.25X1.. .047! 3.875' ".131 0 z 6947.299 7600.5 216 216 1771.87 1771.875 2.231 HI-1 1123 8 M32 RT1.25X1.... .166 3.875 .122 3.875 z 6947.2997600.5 216 216 1771.87 1771.8752.169 H.1-1 1124 8 M33 RT1.25X1.. .085 0 .121 ` 0 y 7016.0267600.5 216 216 1771.87 1771.8752.204 H>1-1 1125 8 M34 RT2X2X0.... .105 44.938 .052 33.703 z 8542.72 12663 621 621 3290.6254290.6252.905 H.1-1 1126 8 M35 RT2X2X0... .243'+ 12 .092 0 y 11136.74 12663 621 621 3290.62 290.6252.243 H:1-1 1127 8 M37 RT2X2X0.... .116 0 .036 0 y 11136.74 12663 621 621 3290.62 4290.6251.849 H.1-1 1128 8 M38 RT2X2XO... .536 0 .221 0 y 20666.... 23625 1024.875 024.875 5062.5 5062.5 2.241 H.1-1, 1129 8 M39 RT2X2X0.... .060 0 .018 0 z 9302.488 12663 621 621 3290.6254290.6252.445 H.1-1 1130 8 M40 RT2X2X0.... .023 16.795 .020 16.795 z 10759-- 12663 621 621 3290.6254290.6251.634 H;1-1' 1131 8 M41 RT1.25X1... .034 3.875 .101 3.875 z 6947.2997600.5 216 216 1771.8751771.8752.071 H.1-1 1132 8 M42 RT1.25X1.. .136: 3.875 .130 3,875' z 6947.2997600.5 216 216 ",1771.875 771.8752.305 H.1-1 1133 8 M43 RT1.25X1.... .107 0 .081 0 y 7016.026 7600.5 216 216 1771.8751771.8751.888 H.1-1 1134 8 M44 RT2X2X0... .085 44.938 .017 42.129 z 8542.72 12663 " 621 621 3290.6254290.6252.158 H.1-1 1135 8 M45 RT2X2X0.... .124 3 .114 3 y 11136.74 12663 621 621 3290.6254290.6252.191 11.1-1 1136 8 M47 RT2X2X0... .032 12 .007' 12 y 11136.74 12663 621 621 3290.62 4290.6251.148 H:1-1' 1137 8 M48 RT2X2X0.... .316 0 .133 3 y 11136.74 12663 621 621 3290.6254290.6252.084 H.1-1 1138 8 M49 RT2X2X0...- .263 2.206 .325 2.206 z 9302:488 12663 621 621 3290.62 4290.6253,839 H.1-1 1139 8 M50 RT2X2X0.... .020 16.795 .009 16.795 z 10759.... 12663 621 621 3290.625 290.6251.103 H.1-1 1140 8 M51 RT1.25X1.. .011 0 .097 0 - z 6947.29917600.5 216 216 1771.87 771.8751.241 H.1 1141 8 M52 RT1.25X1... .164 3.875 .093 3.875 z 6947.2997600.5 216 216 1771.87 771.8751.906 H.1-1 1142 8 M52A RT2X2X0.. .055 0 " .039 0 z 9468'101 12663 621 621 3290.62 4 90.6252.166 H:1-1 1143 8 M53 RT1.25X1.... .027 0 .052 0 y 7016.0267600.5 216 216 1771.8751771.8751.18 H.1-1 1144 8 M53A RT2X2X0.... .108 0 .075'; 0 z 11156.... 12663 .1621 621 . 3290,62 x290.6252.308 H.1-1 1145 8 M54 RT2X5X0.... .278 0 .047 0 z 5715.222 22815 1207.347 2340 9365.6254290.625 3.6 H.1-1 1146 8 M54A RT2X2X0... .052 0 .009 0 y 9468.101 12663 621 621 3290.62 4290.6252.383 H.1-1 1147 8 M55 RT2X2X0.... .039 0 .036 11.75 z 11156.... 12663 621 621 3290.6254290.6252.275 H.1-1 1148 8 M56 RT2X2X0.... .263 2.074 .575 2.074 z 17356.... 23625 1024.8751024.875 5062.5 5062.5 2.393 H.1-1 1149 8 M57 RT2X2X0.... .142 0 .286 10.281 z 11156.... 12663 621 621 3290.6254290.625 3.13 H.1-1 1150 8. M58 RT2X2X0... .225 0 .037 0 y 8675.621 12663 621 621 ;3290.62.4290.6251.937 H.1-1 1151 8 M59 RT2X2X0.... .283 0 .039 0 y 8675.621 12663 621 621 3290.62 4290.6252.246 H.1-1 1152 8 M60 RT2X2X0... .308 0 .049 0 y 15784.... 23625 1024.8751024.875 5062.5 5062.5`1.864 H.1-1 1153 8 M61 RT2X6X0.... .428 0 .056 0 y 27365.... 38745 2193.941 4462.5 16555.... 73.4821.647 H.1-1 RISA-3D Version 15.0.1 [\...\...1..1..\...\...\...1...\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 101 Company : SML Engineers J F I 115 Designer : R.Beg1039-1c,EIT Job Number : 1039-17 Model Name Testa Storefront-Washington Square Mall Exterior Checked By.J.Light,PE Member AA ADM1-10;LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[in_Shear... Loc[in] Dir phi*Pnc...phi*Pnt[..phi*Mn...phi*Mn... hi*Vny...•hi*Vnz... Cb Eqn 1154 8 M62 ' .RT1.25X1... .115 0 .014 47.648 y 3854.58 7600.5 216 216 1771.87 771.8752.079 H.1-1 1155 8 M63 RT1.25X1... .140 0 .013 0 y 3854.58 7600.5 216 216 1771.8751771.8751.963 H.1-1 1156 8 M64 RT2X2x0... .410 0 .064 0 y 8675.621 12663 621 621 3290-62 4290.6252.446 H.1-1 1157 8 M65 RT2X2XO.... .355 0 .060 0 y 7287.549 12663 621 621 3290.6254290.6252.418 H.1-1 1158 8 M66 RT1.5X1.5... .276 0 .053 0 y 7056 9288 327 327 2278.125' 78.1252.321 HA-1 1159 8 M67 RT2X2X0.... .206 62.369 .014 0 y 7169.857 12663 621 621 3290.62 4290.6252.129 H.1-1 1160 8 - M68 RT2X2X0... .161 0 .009 ; 0 y 6122.775 12663 621 621 3290.62 4290.6252.301 H.1-1, 1161 8 M69 RT2X2X0.... .296 55 .243 48.125 z 7750.24 12663 621 621 3290.6254290.6253.789 H.1-1 1162 8 M70 RT2X2X0._. .230 55 'i .561 ' 0 z 13948.... 23625 1024.8751024.875 5062.5 5062.5 3.353 H.1-1' 1163 8 M71 RT2x2X0.... .229 12 .201 0 y 11136.74 12663 621 621 3290.6254290.6252.261 H.1-1 1164 8 M72 RT2X2X0... .241 - 12 .136 6 y 11136.74 12663 621 621 3290.62 4290.6252.413 H.1-1 1165 8 M73 RT2X2X0.... .075 0 .022 12 y 11136.74 12663 621 621 3290.62 4290.6251.489 H.1-1 1166 8 M74 RT2X2X0... .260 2.206 .315 0 z 9302.488 12663 621 621 3290.62 {290.6254.39 H.1-1 1167 8 M76 RT1.25x1.... .100 3.875 .054 0 z 6947.2997600.5 216 216 1771.87 1771.8752,06 H.1-1 1168 8 i M77 RT1.25X1... .136 3.875 .116 0 z 6947-2997600.5 216 216 1771.87 1771.8751.903 H.1-1 1169 8 M78 RT1.25X1.... .059 0 .068 0 y 7016.0267600.5 216 216 1771.87 1771.8752.215 H.1-1 1170 8 M79 RT2X2X0,.. .058 30.938 .034 55 z 7750.24 12663 621 621 3290.62 4290.6252.492 H.1-1' 1171 8 M80 RT2X2X0.... .184 55 .067 55 z 7750.24 12663 621 621 3290.62 290.6252.21 H.1-1 1172 8 i M81 RT2X2X0.... .048 12 .021 6 y 11136.74 12663 621 621 3290.62 4290.6252.235 H.1-1 1173 8 M82 RT2X2X0.... .107 0 .040 3 y 11136.74 12663 621 621 3290.6254290.6251.787 H.1-1 1174 8 M83 RT2X2X0... .079 ! 0 .040 12 y 11136.74 12663 621 621 3290.62,4290.6252.253 H.1-1 1175 8 M84 RT2X2X0.... .032 35.29 .015 0 z 9302.488 12663 621 621 3290.6254290.6251.139 H.1-1 1176 8 M85 RT2X2X0... .097 0 .035 24.895 z 10121.... 12663 621 621 3290.62 290.625 2 H.1-1 1177 8 M86 RT1.25X1.... .055 3.875 .045 0 z 6947.2997600.5 216 216 1771.8751771.8751.482 H.1-1 1178 .8 M87 RT1.25X1... .109 ' 3.875 .064 ' 0 z 6947.299 7.600.5 216 216 1771.87 1771.8752.163 H.1-1 1179 8 M88 RT1.25X1.... .033 3 .034 0 y 7016.026 7600.5 216 216 1771.87 1771.8752.163 H.1-1 1180 8 M89 RT2X2X0.... .113 30.938, .043 55 z 7750.24 12663 621 621 3290.62 4290.625 333 H.1-1 1181 8 M90 RT2X2X0.... .177 34.375 .051 55 z 7750.24 12663 621 621 3290.6254290.6252,18 H.1-1 1182 8 M91 .RT2X2X0... .010 ' 6 .019 0 y 11136.74 12663 621 621 3290.62 4290.6251.707 H.1-1. 1183 8 M92 RT2X4X0.... .431 0 .161 12 y 32701.... 37125 1890 2986.875 1316Z5 5062.5 1.655 H.1-1 1184 8 M93 RT2X2X0... .135 0 .040 12 y 11136.74 12663 621 621 3290.62 4290.6252.187 H1-1 1185 8 M94 RT2X2XO.... .038 35.29 .005 0 z 9302.488 12663 621 621 3290.625 290.6251.124 H.1-i 1186 8 M95 RT2X2X0... .104 ! 0 .030 24.895 z 10121:... 12663 621 621 3290.6254290.6252.29 H1-1 1187 8 M96 RT1.25X1.... .109 3.875 .126 3.875 z 6947.2997600.5 216 216 1771.8751771.8751.272 H.1-1 1188 8 M97 RT1.25X1.. .036 0 .015 0 z 6947.299 7600.5 216 216 1771.87, 1771.87512.132 H1-1 1189 8 M98 RT1.25X1.... .055 0 .066 3 y 7016.0267600.5 216 216 1771.8751771.8752.066 H.1-1 1190 '8 M99 RT2X2X0.... .136 0 .044'' 55 z 7750.24 12663 621 621 3290.6254290.6252.869 H:1-1 1191 8 M100 RT2X2X0.... .199 34.375 .050 55 z 7750.24 12663 621 621 3290.6254290.6252.376 H.1-1 1192 8 M101 RT2X2X0... .149' 0 .053 6 y 11136.74 12663 621 621 3290.62 4290.6252.377 H:1-1 1193 8 M102 RT2X4X0.... .596 0 .204 5.25 y 32701.... 37125 1890 2986.875 13162.5 5062.5 2.068 H.1-1 1194 8 M103 RT2X2XO.... .255 0 .079; 12 y 11136.74 12663 621 621 3290.62 4 90.6252.147 H-1-1`. 1195 8 M104 RT2X2X0.... .075 35.29 .014 0 z 9302.488 12663 621 621 3290.6254290.6252.398 H.1-1 1196 8 M105 RT2X2X0.... .113 0 .030 24.895 z 10121.... 12663 621 621 3290.6254290.6251.091 H-1-1 1197 8 M106 RT1.25X1.... .009 3.875 .086 3.875 y 6947.299 7600.5 216 216 1771.8751771.8752.164 H.1-1 1198 8 M107 RT1.25X1... .111 3.875 .076` 0 z 6947.2997600.5 216 216 1771.8751771.8752.123 H.1-1 1199 8 M108 RT1.25X1... ,135 0 .126 3 y 7016.0267600.5 216 216 1771.8751771.8752.186 H.1-1 1200 8 M112 RT2X2X0... .480 0 .272 3 y 20666.... 23625 1024.8751024.8755062.5 5062.5 2.265 H-1-1; 1201 8 M113 RT2X2X0.... .084 0 .017 12 y 11136.74 12663 621 621 3290.6254290.6252.164 H.1-1 1202 8 M114 RT2X2X0.... .130 0 ? .005 35.29 z 9302.488 12663 621 621 3290.62 4290.6252.126 H.1-1 1203 8 M115 RT2X2X0.... .201 8.426 .091 0 z 8542.72 12663 621 621 3290.62 4290.6252.304 H.1-1 1204 8 M116 RT1.25X1.. .192 3.875 .197 0 y 6947.2997600.5 216 216 1771.87 1771.8752.178 H.1-1 1205 8 Mi 16A RT2x2x0.... .118 44.938 .026 0 z 8542.72 12663 621 621 3290.6254290.6253.605 H.1-1 RISA-3D Version 15.0.1 [\...\...\...\...\...1...\...\...\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 102 Company : SML Engineers .5-1) III RISA Designer : R.Beg1039-1c,EIT Job Number : 1039 17 Checked By.J.Light,PE Model Name Tesla Storefront-Washington Square Mall Exterior MemberAA ADM9-10:LRFD-Building Alumoinum Code Checks(Continues►) LC Member Shape UC Max Loc[in] Shear... Loc[in]Dirphi*Pnc..phi*Pnt[..phi*Mn...phi*Mn...ph i*Vny....h i*Vnz... Cb Eqn 1206 8 M117 R71.25x1.... .216" 0 .168 0 ' v 6047.209 7600.5 216 216 1771.87 771.8752.266 H.1-1 1207 8 mi 17A RT2x2x0.... .183 3.625 .126 3.625 y 11796.32 12663 621 621 3290.62 '290.6251.502 H.1-1 1208 '8 M118 RT1.25X1..'- .177 0 .103 0 y 7016.026 7600.5 216 216 1771.87 771.8751.717 H.1-1 1209 8 mi 18A RT2X2X0..._ .094 3.625 .140 3.625 z 11796.32 12663 621 621 3290.62 "290.6251.264 H.1-1 1210 8 M119 RT2X2X0... .249; 10.063 .143 10.063 z 11289.33 12663 621 621 3290.62 '290.6252.214 H.1-1 1211 8 M120 RT2X2X0.... .190 10.063 .096 0 y 11289.33 12663 621 621 3290.6254290.6252.245 H.1-1 1212 8 M121 RT2X2X0.. .300 0 .098 12 y 11136.74 12663 621 621 3290.62 4290.6252.237 H.1-1 1213 8 M122 RT2X2X0.... .096 12 .022 12 z 11136.74 12663 621 621 3290.625 290.6252.269 H.1-1 1214 8 M123 RT2X2X0... .045 0 .028 0 y 11136.74 12663 621 621 3290.62 290.6251.618 H1-1 1215 8 M124 RT2X2X0.... .080 0 .037 16.795 z 10759.... 12663 621 621 3290.62 290.6251.775 H.1-1 1216 8 M125 RT2X2X0.... .285 197.1.. .034 197.1.. y 8961`.111 12663 621 621 3290.625'290.6254.348 H.1-1' 1217 8 M126 RT2X2X0.... ,286 197.1... .035 36.973 y 1786.661 23625 1024.8751024.875 5062.5 5062.5 4.35 H.1-1 1218 8 M127 RT2X6X0...'• .371 200.8... ,047: 200.8. y 27365._.. 38745 2193.9414268.14816555.... 373.4821.413 HA-1 1219 8 M128 RT2X2X0.... .449 100.4•.. .043 200.8... y 13030.... 23625 1024.8751024.8755062.5 5062.5 1.65 H.1-1 1220 8 M129 RT1.25X1... .136 200.8.. .013: 0 ` y 3854.58 7600.5 216 209.93 1771.87_ 771.8751.877 H1-1 1221 8 M130 RT1.25X1... .169 200.8... .013 0 y 3854.58 7600.5 216 211.964 1771.87 1771.8752.136 H.1-1 1222 8 M131 RT1.5X1.5.: .135 0 .041 0 y 6042.439 9288 327 327 2278.12 ' 78.1252.297 H.1-1 1223 8 M132 RT1.5X1.5.. .351 60.875 .061 60.875 y 4069.441 9288 327 327 2278.125' 78.125 2.52 H.1-1 1224 8 M133 RT2X2X0... .384 60.875 .051 60.875 y 7287.549 12663 621 621 3290.62 4290.6252.335 H.1-1 1225 8 M134 RT1.5X1.5... .425 43.25 .059 43.25 y 5456.936 9288 327 327 2278.125,278.1252.495 H.1-1 1226 8 M135 RT2X5X0... .092 0 .032! 35.813 z 17160.... 22815 1207.347 2340. 9365.6254290.6252.172 H'1-1 1227 8 M136 RT2X5X0.... .097 60.875 .028 60.875 z 6224.866 22815 1207.347 2340 9365.6254290.6251.789 H.1-1 1228 8 M137 RT2x5X0.... .276 43.25 .055 43.25 z 16204..-. 22815 1207.347 2340 9365.6254290.6252.189 H?1-1' 1229 8 M138 RT2X3X0.... .024 0 .021 3.051 z 10682•... 16065 868.5 1102.5 5315.6253290.625 3.12 H.1-1 1230 8! M139 RT2X3X0... .005 11.75, .002 ` 0 z 14209.... 16065 868.5. 1102.5 5315.6253290.6251.396 H1-1 1231 8 M140 RT2X3X0.... .014 0 .008 37.063 z 11800.... 16065 868.5 1102.5 5315.6253290.6251.246 H.1-1 1232 8` M141 RT2X3X0... .009 11.75" .003 0 y 14209.... 16065 868.5 1102.5 5315.6253290.6251.284 H:1-1 1233 8 M142 RT2X3X0.... .023 0 .006 0 z 11800... 16065 868.5 1102.5 5315.6253290.6251.088 H.1-1 1234 8 M143 RT2X3X0... .021. i 9.547 .010 0 z 14209.... 16065 868.5 1102.5 5315.6253290.6251.012 H:1-1 1235 8 M144 RT2X3X0.... .043 0 .007 0 z 11800•••• 16065 868.5 1102.5 5315.6253290.6251.123 H.1-1 1236 8' M145 RT2X3X0.... 258 ` 39.66 .361 42.711; y 10682.... 16065 868.5 1102.5 5315.625 290.6252.087 H.1-1 1237 8 M146 RT2X4X0.... .185 143.68 .029 125.72 z 3664.389 19440 1092.57 1676.25 7340.62 290.6252.374 H.1-1 1238 8 M147. RT3X4X0...` .223 143.68 .026 143.68 z 8908.951 22815 1835.635 2205 7340.62 15.6252.459 H.1-1 1239 8 M148 RT3X3X0.... .147 143.68 .016 125.72 z 7183.135 19440 1485 1485 5315.625 315.6252.633 H.1-1 1240 8 M149 RT2X4X0... .009 0 .009 15.849, y 12880..,. 19440 1092.57 1676.25 7340.62 290.625 2.32 H.1-1 1241 8 M150 RT2X4X0.... .009 54.794 .002 0 z 12424.... 19440 1092.57 1676.25 7340.625 290.6252.267 H.1-1 1242 8 M179 RT2X2X0.... .091 0 .002 ' 0 z 6912.922 12663 621 621 3290.625{290.6251.94 H:1-1 1243 8 M180 RT2X2X0.... .183 0 .008 82.041 y 5620.584 12663 621 621 3290.625 290.6251.239 H.1-1 1244 '8 M181 RT2X2X0... -..068 4 82.041! .011 82.041, y 5620.584 12663 621 621 3290.62 '4290.6252.497 H.1-1 1245 8 M182 RT2X2X0.... .152 0 .021 67.787 y 6743.152 12663 621 621 3290.6254290.6252.123 H.1-1 1246 .8! M182A RT2X2X0... .134 16.795 .035 z 10759.... 12663 621 621 3290.62 '290.6252.594 H.1-1 1247 8 M184 RT2X2X0.... .147 3 .204 0 y 11136.74 12663 621 621 3290.6254290.6252.208 H.1-1 1248 8 M185 RT2X2X0... .116 15.661 .004 0 y 10848.... 12663 621 621 3290.62 '4290.6251.35 H.1-1 1249 9 M1 RT2X3X0.... .031 0 .025 3.051 z 10682.... 16065 868.5 1102.5 5315.6254290.6252.901 H.1-1 • 1250 9 M2 RT2X3X0... .008 .0 .004 0 z 14209.... 16065 868.5 1102.5 5315.62 4290.6251.063 H:1-1 1251 9 M3 RT2X3X0.... .017 37.063 .017 23.164 z 11800.... 16065 868.5 1102.55315.62 '290.6251,81 H.1-1 1252 9 M4 RT2X3X0.. .006 ; 0 .004 0 z 14209.... 16065 868.5 1102.5 5315.6254290.6251.184 H.1-1 1253 9 M5 RT2X3X0.... .030 0 .007 0 z 11800.... 16065 868.5 1102.5 5315.6254290.6251.355 H.1-1 1254 9 M6 RT2X3x0... .016 11.75 .013 11.75 y 14209.... 16065 868.5 1102.5 5315.62 4 90.6251.674 H:1-1 1255 9 M7 RT2X3X0.... .050 0 .007 0 z 11800.... 16065 868.5 1102.5 5315.625 290.6251.092 H.1-1 1256 9 M8 RT2X3X0... .455 39.66 .597 42.711 y 10682.... 16065 868.5 1102.5 5315.62 290.6252.154 H.1-1 1257 9 M9 RT2X4X0.... .113 143.68 .009 125.72 y 3664.389 19440 1092.57 1676.25 7340.62 4290.6251.575 H.1-1 RISA-3D Version 15.0.1 [1...\...\...\...\...\...\...1...\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 103 Company : SML Engineers CO IRISA I Designer : R.Begic,EIT Model Name : Tesa Storefront-Washington Square Mall Exterior Checked By.J.Light,PE Member AA ADMI-10:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[in] Shear... Loc[in] Dir phi*Pnc...phi*Pnt[..phi*Mn...phi*Mn... • i*Vny... hi*Vnz... Cb Eqn 1258 9 M10 RT3X4X0... .212 143.68, .040 143.68 z 8908.951 22815 1835.635 2205 40.625 15.625 1.66 1-1:1-1 1259 9 M11 RT3X3X0.... .077 80.82 .031 125.72 z 7183.135 19440 1485 1485 .. 15.625 15.625 1.319 H.1-1 1260 9 M12 RT2X4X0.... .010 19.019 .012' 0 z 12880.... 19440 1092.57 1676.25 340.62 290.6253.743.H1-1 1261 9 M13 RT2X4X0.... _012 17.123 .005 0 z 12424.... 19440 1092.57 1676.25 340.62 53290.625 2.009 H.1-1 1262 9 M14 RT2X2X0.... .123 44.938 .056 33.703 z 8542.72 12663 621 621 4290.625 290:6252.788 H:1-1' 1263 9 M15 RT2X2X0.... .199 12 .049 0 y 11136.74 12663 621 621 4290.62 4290.6252.179 H.1-1 1264 9 M16 RT2x2X0.... .296 8.426 .221 30.895 z 8542.72 12663 621 621 4 90.62 4 90.6252.204 H.1-1 1265 9 M17 RT2X2X0.... .114 0 .029 0 y 11136.74 12663 621 621 4290.62 4290.6251.917 H.1-1 1266 9 M18 RT2X2X0... .502 0 .394 3 y 20666.... 236251024.8751024.8755062:5 5062.5 2.345 H-1-1 1267 9 M19 RT2X2X0.... .206 0 .013 0 z 9302.488 12663 621 621 4290.62 4290.6252.127 H.1-1 1268 9 M20 RT2X2X0.... .044 16.795 .010` 0 z 10759.... 12663 621 621 :4290.6254290.6251.699 H-1-1 1269 9 M21 RT1.25X1.... .270 3.875 .235 0 y 6947.299 7600.5 216 216 1771.87 51771.875 2.183 H.1-1 1270 9 M22 RT1.25X1... .196 0 .146 0 y 6947:299 7600.5 216 216 1771.87 1771.8752.267 H1-1 1271 9 M23 RT1.25X1... .156 0 .153 3 y 70 16.026 7600.5 216 216 1771.87 51771.875 2.021 H.1-1 1272 9 M24 RT2X2X0...` .125 33.703 .072 33.703 z 8542.72 12663 621 621 4290.62 4290.6252.068 H.1-1 1273 9 M25 RT2X2X0.... .260 0 .109 0 y 11136.74 12663 621 621 42 90.6254290.625 2.252 H.1-1 1274 9 M27 RT2X2X0... .244 0 .068: 0 y 11136.74 12663 621 621 3290.6254290.6281.968 H.`1-1 1275 9 M28 RT2X6Xo.... .588 0 .244 6 y 34302.... 38745 2193.941 4462.5 16555.... 373.4821.754 11.1-1 1276 9 M29 RT2X2X0...: .058 35.29 .016 35.29 z 9302.483 12663 621 621 '3290.62 4290.6251.827 H1-1 1277 9 M30 RT2X2X0.... .034 16.795 .022 16.795 z 10759.... 12663 621 621 3290.62542 90.625 2.079 H.1-1 1278 9 M31 RT1.25X1.. .027 0 .128 0 z 6947.299 7600.5 216 216 1771.8751771.8752.088 H-1-1 1279 9 M32 RT1.25X1... .210 3.875 .156 3.875 z 6947.299 7600.5 216 216 1771.8751771.8752.083 H.1-1 1280 9 M33 RT1.25X1... .097 0 .137 0 y 7016.026 7600.5 216 216 1771.8751771-8752-203 H.1-1 1281 9 M34 RT2X2X0.... .143 44.938 .059 33.703 z 8542.72 12663 621 621 3290.6253290.6252.806 H.1-1 1282 9 M35 RT2X2X0... .245 12 .082 0 y 11136.74 12663 . 621 621 3290.625 290.6252.244 H.1-1 1283 9 M37 RT2X2X0.... .139 0 .047 0 y 11136.74 12663 621 621 3290.62 532 90.625 2.082 H.1-1 1284 9 M38 RT2X2X0... .555 0 .240 0 y 20666.... 23625 1024.8751024.875 5062.5 5062.5 2.233 H.1-1 1285 9 M39 RT2X2x0.... .052 0 .027 0 y 9302.488 12663 621 621 3290.6253290.625235 H.1-1 1286 9 M40 RT2X2X0... .029 16.795 .016 ?; 16.795 z 10759.... 12663 621 621 32 90-625f3290.625 1.821 H.1-1 1287 9 M41 RT1.25X1... .021 3.875 .108 3.875 y 6947.2997600.5 216 216 1771.8751771.8752.197 H.1-1 1288 9 M42 RT1.25X1..-: .157 3.875 .140 ` 3.875 z 6947.2997600.5 216 216 1771.8751771.8752.199 H1-1 1289 9 M43 RT1.25X1.... .115 0 .089 0 y'7016.026 7600.5 216 216 1771.8751771.8751.932 H.1-1 1290 9 M44 RT2X2X0... .048 44.938. .005 19.66? z 8542.72 12663 621 621 3290.6253290.625 2.22 H.1-1 1291 9 M45 RT2X2X0.... .103 3 .081 3 y 11136.74 12663 621 621 32 90.62 53290.625 2.122 H.1-1 1292 9 M47 RT2X2X0... ,.065 0 .015 0 y 11136.74 12663 621 621 3290.6253290.6251.673 H1-1 1293 9 M48 RT2X2X0.... .311 0 .151 3 y 11136.74 12663 621 621 3290.62 53290.625 2.058 H.1-1 1294 9 M49 RT2X2X0... .273 2.206 .349 2.206 z 9302.488 12663 621 621 3290.6253290.6254.152 H.1-1 1295 9 M50 RT2X2X0.... .010 16.795 .005 16.795 z 10759.,.. 12663 621 621 3290.6253290.625 2.7 H.1-1 1296 9 M51 RT1.25x1..: .031 3.875 .114 0 z 6947.2997600.5 216 216 1771.8751771.8752.135 H.1-1. 1297 9 M52 RT1.25X1.... .140 3.875 .094 3.875 z 6947.299 7600.5 216 216 1771.8751771.8752.046 H.1-1 1298 9 M52A RT2X2X0... .067 0 .022 33.188 z 9468.101 12663 621 621 3290.6253290.6252.149 H.1-1 1299 9 M53 RT1.25X1.... .032 0 .055 3 z 7016.0267600.5 216 216 _1771.8751771.8751.183 H.1-1 1300 9 M53A RT2X2X0... .061 0 .063 0 z 11156.... 12663 621 621 3290.6253290.6253.139 HA-1 1301 9 M54 RT2X5X0.... .211 0 .025 0 z 5715.222 22815 1207.347 2340 9365.6253290.6253.498 H.1-1 1302 9 M5 4A RT2X2X0... .036 ' 0 .019 0 y 9468.101 12663 621 621 3290.6253290.6252.261 H:1-1 1303 9 M55 RT2X2X0.... .029 0 .037 0 y 11156.... 12663 621 621 32 90.62 53290.62 5 2.164 H.1-1 1304 9 M56 RT2X2X0... .257 2.074 .613 2.074 z 17356.••- 23625 1024.8751024.875 5062.5 5062.5 3.426 H:1-1. 1305 9 M57 RT2X2X0.... .089 10.281 .244 10.281 z 11156.... 12663 621 621 3290.6253290.6252.578 H.1-1 1306 9` M58 RT2X2X0... _190 0 026 111.18 y 8675.621 12663 621 621 3290.6253290.6251.824 H.1-1 1307 9 M59 RT2X2X0.... .210 0 .024 111.18 y 8675.62112663 621 621 3290.6253290.6252.176 H.1-1 1308 9 M60 RT2X2X0.... .324 0 .054 111.18 y 15784..,. 23625 1024-8751024.875 5062.5 5062.5 1.861 H.1-1 1309.9 M61 RT2X6X0.... .482 0 .050 0 y 27365.... 38745 2193.941 4462.5 16555....4373.482 1.668 H.1-1 RISA-3D Version 15.0.1 [\...\...1...\...1...\...\...\...\...1..\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 104 Company : SML Engineers Designer : R.Begic,EIT RIS Job Number : 1039-17 Checked By.J.Light,PE Model Name : Tesla Storefront-Washington Square Mall Exterior Member AA ADMI-10:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[in] Shear... Loc[in] Dir.hi*Pnc..phi*Pnt[..phi*Mn...phi*Mn...phi*Vny... hi*Vnz... Cb Eqn 1310 9` M62 RT1.25X1... .145 0 .013. 0 y 3854:58 7600.5 216 216 1771.875 771.8752.071 H.1-1' 1311 9 M63 RT1.25X1.... .182 0 .011 111.18 z 3854.58 7600.5 216 216 1771.8751771.8752.135 H.1-1 1312 9 i M64 RT2X2X0.... ', .440 0 .051 0 y .*75.621 12663 621 621 3290.62 290.6252.439 H.1-1 1313 9 M65 RT2X2X0.... .365 0 .051 0 y 287.549 12663 621 621 32 90.62 5 290.6252.409 H.1-1 1314 9 M66 RT1.5X1.5.. .289 0 .059 0 y 7056 9288 327 327 2278.12 78.125 Z315 H.1-1` 1315 9 M67 RT2X2X0.... .187 62.369 .016 0 y 169.857 12663 621 621 32 90.625 290.6252.156 H.1-1 1316 9 M68 RT2X2X0.... .164 0 .013 0 y -122.775 12663 621 621 32 90.62513290-625 2.345 H.1-1' 1317 9 M69 RT2X2X0.... .212 55 .183 48.125 z 7750.24 12663 621 621 32 90.62 532 90.62 5 3.812 H.1-1 1318 9 M70 RT2X2X0....;! .173 55 .564 0 z 13948.... 23625 1024.8751024.875 5062.5 5062.5 3.433 11.1-1; 1319 9 M71 RT2X2X0.... .184 12 .155 0 y 11136.74 12663 621 621 32 90.62 53290.62 5 2.266 H.1-1 1320 9 M72 RT2X2X0-...- .249 12 .143 6 y 11136.74 12663 621 621 2290.6253290.6252.368 H.1'-1 1321 9 M73 RT2X2X0.... .045 12 .018 0 y 11136.74 12663 621 621 3290.62 290.6251.412 H.1-1 1322 9 M74 RT2X2X0.... 271 2.206 .317 0 z 4402.488 12663 621 621 3290.62 4290.6254.02 H.1-1, 1323 9 M76 RT1.25X1.... .090 3.875 .048 0 z .947.299 7600.5 216 216 1771.8751771.8752.158 H.1-1 1324 9 M77 RT1.25X1... .139 ' 3.875 .116 0 z 6947.299 7600.5 216 216 1771.87 1771.8751.742 H-1-1` 1325 9 M78 RT1.25X1.... .061 0 .069 0 y 7016.0267600.5 216 216 1771.87 1771.8752.209 H.1-1 III 1326 9 M79 RT2X2X0.... .049 0 .021 55 z 7750.24 12663 621 621 3290.62 4290.6252.514 H.1 1 1327 9 M80 RT2X2X0.... .127 55 .048 55 z 7750.24 12663 621 621 3290.62 4290.6251.834 H.1-1 1328 9 M81 RT2X2X0.... .040 0 .018 6 y 11136.74 12663 621 621 329162 42 90.6252.28 H.1-1; 1329 9 M82 RT2X2X0.... .109 12 .035 12 y 11136.74 12663 621 621 3290.62 290.6251.794 H.1-1 1330 9 M83 RT2X2X0....' .045 12 .026 12 y 11136.74 12663 621 621 3290.62 4290.6252.247 H.1-1 1331 9 M84 RT2X2X0.... .018 26.468 .010 0 y 9302.488 12663 621 621 3290.62 54290.62 5 1.09 H.1-1 1332 9 M85 RT2X2X0....' .054 0. .024 24.895 z 10121.... 12663 621 621 3290.62 4290.6252.307 H.1-1 1333 9 M86 RT1.25X1.... .054 3.875 .038 0 z 6947.299 7600.5 216 216 1771.87 1771.8751.726 H.1-1 1334 9 M87 RT1.25X1--- .113 3.875 : .057 0 z 6947.299 7600.5 216 216 1771.87 1771.8752.042 H.1-1. 1335 9 M88 RT1.25X1... .037 3 .036 0 y 7016.0267600.5 216 216 1771.8751771.8752.176 H.1-1 1336 9= M89 RT2X2X0.... .125 0 .033 0 z 7750.24 [2663 621 621 3290.62 290.6252.541 H.1-1, 1337 9 M90 RT2X2X0.... .092 34.375 .022 55 z 7750.24 12663 621 621 3290.62 54290.62 5 2.332 H.1-1 1338 9 M91 RT2X2X0....; .017 12 .016 ! 6 y 11 136.74 12663 621 621 3290.62 4290.6252.284 H.1-1 1339 9 M92 RT2x4x0.... .460 0 .169 12 y 3270i.... 37125 1890 2986.875 13162.5 5062.5 1.665 H.1-1 1340 9 M93 RT2X2X0....'; .114 0 .029 12 y 11136.74 12663 621 621 - 3290.62 4290.6252-1 62 H.1-1 1341 9 M94 RT2X2X0.... .033 35.29 .008 0 z 93 02.48 8 12663 621 621 3290.6254290.6251.792 H.1-1 1342 9 M95 RT2X2X0.... .057 0 .017 24595 z 10121.... 12663 621 621 3290.62 4290.6252.292 H.1-1 1343 9 M96 RT1.25X1... .116 3.875 .131 3.875 z 6947.29 9 7600.5 216 216 1771.8751771.8751.507 H.1-1 1344 9 M97 RT1.25X1..- .039 0 .020 0 z 6947.299 7600.5 216 216 17718751771.8752.054 H.1-1 1345 9 M98 RT1.25X1.... .063 0 .072 3 y 7016.026 7600.5 216 216 1771.87517 71.875 2.14 H.1-1 1346 9 M99 RT2X2X0.... .120 0 .030 0 z 7750.24 12663 621 621 3290.62 4290.6252.636 H.1-1, 1347 9 M100 RT2X2X0.... .097 0 .037 55 z 7750.24 12663 621 621 32 90.62542 90.625 2.518 H.1-1 1348 9 M101 RT2X2X0....' .107 0 " .040 6 y 11136.74 12663 621 621 3290.6254290.6252.389 H.1-1 1349 9 M102 RT2X4X0.... .629 0 .226 3 y 32701.... 37125 1890 2986.875 13162.5 5062.5 2.048 H.1-1 1350 9 M103 RT2X2X0.... .186 0 .045 12 y 11136.74 12663 621 621 3290.6254290.6252.056 H.1-1' 1351 9 M104 RT2x2x0.... .066 35.29 .022 0 z 9302.488 12663 621 621 290.6254290.625 2.51 H.1-1 1352 9 M105 RT2X2X0.... .070 " 0 .012 24.895 ,z 10121.... 12663 621 621 290.62 290.6251.346 H.1-1 1353 9 M106 RT1.25X1... .015 3.875 .096 0 z 6947.2997600.5 216 216 1771.8751771.8752.291 H.1-1 1354 9 M107 RP'-25X1 .153 3.875 .095 ` 0 z 6947.299 7600.5 216 216 771:8751771.8752.197 H.1-1 1355 9 M108 RT1.25x1.... .143 0 .138 3 y 7016.0267600.5 216 216 1771.8751771.8752.189 H.1-1 1356 9 M112 RT2X2X0.... .504 0. .301 ' 3 y 20666..-• 23625 1024.8751024.87 5062.5 5062.5 2.262 H.1-1 1357 9 M113 RT2X2X0.... .073 0 .017 12 y 11136.74 12663 621 621 290.6254290.6252.147 H.1-1 1358 9 M114 RT2X2X0...!' .141 0 .013 35.29 'z 9302.488 12663 621 621 290.6254290.6252.111 H.1-1, 1359 9 M115 RT2X2X0.... .208 8.426 .110 0 z 8542.72 12663 621 621 290.6254290.6252.017 H.1-1 1360 9 M116 RT1.25X1.. .225 3.875 ! .220 0 y 6947299 7600.5 216 216 1771.87 1771.8752.186 H.1-1 1361 9 M116A RT2x2x0.... .Q90 30.895 .019 0 z 8542.72 12663 621 621 290.62 4290.62 5 3.034 H.1-1 RISA-3D Version 15.0.1 [\...\...\...\...\...\...\...\...\..\...\1039-17 Testa Space Truss- Exterior JL.r3d] Page 105 Company : SML Engineers C2_ IS1IRA Designer R.Begic,EIT Job Number : 1039-17 Checked By.J.Light,PE Model Name Tesla Storefront-Washington Square Mall Exterior Member AA ADM9-90:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[inl Shear... Loc[in]Dir phi*Pnc..phi*Pnt[..phi*Mn...phi*Mn...phi*Vny..phi*Vnz... Cb Eqn 1362 9 M117 . RT1.25X1.. .225 0 .169 0 y$947.299 7600.5 216 216 1771.8751771.8752.262 H 1-1 1363 9 M117A RT2X2X0.... .091 3.625 .085 3.625 y 11796.32 12663 621 621 3290.6253290.6251.589 H.1-1 1364 9 M118 RT1.25X1... .156 0 .111` 0 ' y 7016.026 7600.5 216 216 1771.87 1771.875 1.738 H1-1 1365 9 M118A RT2X2x0.... .053 3.625 .088 3.625 z 11796.32 12663 621 621 3290.625 290.6252.196 H.1-1 1366 9 M119 RT2X2X0...: " .106 10.063 .060 0 y 11289.33 12663 621 621 3290.62 290.6252.235 H1-1 1367 9 M120 RT2X2X0.... .150 10.063 .057 0 y 11289.33 12663 621 621 3290.625 290.625 Z217 H.1-1 1368 9 M121 RT2X2X0... .205 0 .068 12 ' y 11136.74 12663 621 621 3290.625 290.6252.247 H.1-1` 1369 9 M122 RT2X2X0.... .062 12 .024 12 z 11136.74 12663 621 621 3290.625 290.625 2.272 H.1-1 1370 9 M123 RT2X2X0... .027 0 .021 12 z 11136.74 12663 621 621 3290.62 ,4290.6251:46 H.1-1, 1371 9 M124 RT2X2X0.... .044 0 .021 16.795 z 10759.... 12663 621 621 3290.62 4290.6251.521 H.1-1 1372 9 M125 RT2X2X0... .200 197.1.. .025 197.1... y 8961.111 12663 621 621 3290.62 4290.6254.463 H1-1 1373 9 M126 RT2X2Xo.... .195 0 .031 197.1... y 1786.661 23625 1024.8751024.8755062.5 5062.5 4.328 H.1-1 1374 9 M127 RT2X6X0...: .422 200.8.. .050` 200.8... y 27365.... 38745 2193.9414268.04616555.... 73.482 1Al2 H.1-1 1375 9 M128 RT2x2x0.... .448 100.4... .036 150.6... y 13030.... 23625 1024.8751024.8755062.5 5062.5 1.66 H.1-1 1376 :9 M129 RT1.25X1.... .155 200.8... .017 150.6._ y 3854.58 7600.5 216 209.914 1771.87 1771-875 1.875 H:1-1 1377 9 M130 RT1.25X1.... .195 200.8... .015 150.6... y 3854.58 7600.5 216 211.467 1771.8751771.8752.068 H.1-1 1378 9 M131 RT1.5X1.5... .132 0 .040 0 y 6042.439 9288 327 327 "2278.12 +-078.1252.382 H.1-1 1379 9 M132 RT1.5X1.5... .362 60.875 .056 60.875 y 4069.441 9288 327 327 2278.12 +278.1252.513 H.1-1 1380 9 M133 RT2X2X0_., .398 60.875 .063 60.875 y 7287.549 12663 621 621 3290.62 4290.6252.333 H1-1 1381 9 M134 RT1.5X1.5... .456 43.25 .055 43.25 y 5456.936 9288 327 327 2278.12 r 78.1252.489 H.1-1 1382 9 M135 RT2X5X0.... .069 i 0 '' .022 i 35.813 z 17160.... 22815 1207.347 2340 9365.62 4290.6251.739 H.1-1 1383 9 M136 RT2X5X0.... .072 0 .031 60.875 z 6224.866 22815 1207.347 2340 9365.62 4290.6251.722 H.1-1 1384 9 M137 R12x5x0...: .188 43.25 .036 43.25 "z 16204.... 22815 1207.347 2340 9365.62 4290.6251.693 H.3-1 1385 9 M138 RT2X3X0.... .030 0 .024 3.051 z 10682.... 16065 868.5 1102.5 5315.6254290.6252.965 H.1-1 1386 9 M139 RT2X3X0... .009 0 .004 0 z 14209.... 16065 868.5 1102.5 5315.62 ' 90.6251.044 H.1-1 1387 9 M140 RT2X3X0.... .014 37.063 _015 23.164 z 11800.... 16065 868.5 1102.5 5315.6254290.6251.808 H.1-1 1388 9 - M141 R12X3X0.... .008 = 0 .004 0 z"14209.... 16065 868.5 1102.5 5315.6254290.6251.133 H.1-1 1389 9 M142 RT2X3X0.... .026 0 .006 0 z 11800.... 16065 868.5 1102.5 5315.6254290.6251.383 H.1-1 1390 9 M143 RT2X3X0... .015 0 .012 0 z 14209.... 16065 868.5 1102.5 5315.62,4290.6251.038 H.1-1 1391 9 M144 RT2X3X0.... .042 0 .005 0 z 11800.... 16065 868.5 1102.5 5315.6254290.625 1.235 H.1-1 1392 9 M145 RT2X3X0.-- .296 39.66 .430 42.711 y 10682.... 16065 868.5 1102.5 5315.6254290.625 2.1 11.1-1 1393 9 M146 RT2X4X0.... .121 143.68 .022 125.72 z 3664.389 19440 1092.57 1676.25 7340.62542 90.625 1.695 H.1-1 1394 9 M147 RT3X4X0... .226 ,' 143.68 .026 143.68 z 8908.951 22815 1835.635 2205 7340.62 15.6251.928 H.1-1 1395 9 M148 RT3X3X0.... .118 143.68 .026 12572 z 7183.135 19440 1485 1485 5315.625 315.625 1.87 H.1-1 1396 9 M149 RT2X4X0.... .011 15.849 .012 15.849 z 12880.... 19440 1092.57 1676.25 7340.6254290.6253.197 H:1-1 1397 9 M150 RT2X4X0.... .010 17.123 .004 17.123 z 12424.... 19440 1092.57 1676.25 7340.6254290.6251.986 H.1-1 1398 9 M179 RT2X2X0... .066 0 .003 0 y 6912.922 12663 621 621 3290.62 4290.6252.197 H.1-1 1399 9 M180 RT2X2X0.... .143 0 .009 82.041 y 5620.584 12663 621 621 3290.6254290.6251.38 H.1-1 1400 9 M181 RT2X2X0.... .061 82.041; .013 ? 82.041;; y 5620584 12663 621 621 3290.62 290.6252.091 H.1-1 1401 9 M182 RT2X2X0.... .121 67.787 .020 67.787 y 6743.152 12663 621 621 3290.62 4290.6252.161 H.1-1 1402 9 M182A "RT2x2X0... .098 ; 16.795 .025 0 z 10759.... 12663 621 621 3290.62 4290:6251.879 H.1-1 1403 9 M184 RT2x2X0.... .110 3 .157 0 y 11136.74 12663 621 621 3290.6254290.6252.139 H.1-1 1404 9 M185 RT2X2x0... .086 0 .003 ` 0 y 10848.... 12663 621 621 3290.6254290.6251.887 H1-1 1405 12 M1 RT2X3X0.... .029 45.762 _032 48.813 z 10682.... 16065 868.5 1102.5 5315.6254290.6252.961 H.1-1 1406 12 M2 RT2X3X0.... .005 0 .003 0 ' z14209.... 16065 868.5 1102.5 5315.625'290.6251.068 H:1-1' 1407 12 M3 RT2X3X0.... .021 23.164 .015 37.063 z 11800.... 16065 868.5 1102.5 5315.6254290.6251.629 H.1-1 1408 12 M4 RT2X3X0... .016 11.75 .009 11.75 z 14209.... 16065 868.5 1102.5 5315.62,4290.6251.853 H.1-1 1409 12 M5 RT2X3X0.... .031 37.063 .007 37.063 z 11800.... 16065 868.5 1102.5 5315.6254290.6251.1671-1.1-1 1410 12 M6 RT2X3X0.... .032 11.75 .013 11.75 z 14209.,.. 16065 868.5 1102.5 5315.6254 90.6252.252 H.1-1 1411 12 M7 RT2X3X0.... .073 37.063 .007 0 z 11800.... 16065 868.5 1102.5 5315.62 4290.6251.403 H.1-1 1412 12 M8 RT2X3X0... .613 39.66 .631 42.711 y 10682.... 16065 868.5 1102.5 5315.625 290.625 2.246 H.1-1 1413 12 M9 RT2X4X0.... .338 143.68 .014 1125.72 y 3664.389 19440 1092.57 1676.25 7340.6254290.6252.069 H.1-1 RISA-3D Version 15.0.1 [1...\...\...1..1...\...1...\...\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 106 Company : SML Engineers pf ISADesigner : R.Beg1039-1c,EfT Job Number : 1039-17 Checked By.J.Light,PE Model Name : Tesla Storefront-Washington Square Mall Exterior Member AA ADM1-10:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[in Shear... Loc[in] Dir phi*Pnc..phi*Pntr..phi*Mn...phi*Mn...phi*Vny....hi*Vnz... Cb Eqn 1414 12 M10 RT3X4X0.... .210! 143.68 .071 125.72 z 8908.951 22815 1835.635 2205 7340.62 15.6251.451 H.1-1 1415 12 M11 RT3X3X0.... .118 116.74 .016 125.72 z 7183.135 19440 1485 1485 5315.62 .315.6251.512 H.1-1 1416 12 M12 RT2X4X0..; .030 15.849 .016 15.849 y 12880.... 19440 1092:57 1676.25 7340,6254290.6251.948 H.1-1 1417 12 M13 RT2X4X0.... ,016 13.698 .006 0 z 12424.... 19440 1092.57 1676.25 7340.6254290.625 2,72 H.1-1 1418 12 M14 RT2X2X0... ,194 44.938 .128 33.703 z 8542.72 12663 621 621 3290.624290-6252.089 H1-1 1419 12 M15 RT2X2X0.... .463 12 .136 0 y 11136.74 12663 621 621 3290.625 290.6252.184 H.1-1 1420 12 M16 RT2X2X0.... .421 8.426 .482 30.895 z 8542.72 12663 621 621 3290.62 4290.6252.005 H.1-1 1421 12 M17 RT2X2X0.... .202 0 .096 0 y 11136.74 12663 621 621 3290.62 4290.6251.887 H.1-1 1422 12 M18 RT2X2X0.... .597 0 .436 3 y 20666.... 23625 1024,8751024.8755062.5 5062.5 2.34 H1-1' 1423 12 M19 RT2X2X0.... .302 0 .034 0 z 9302.488 12663 621 621 3290.625 290.6252.147 H.1-1 1424 12 M20 R12X2X0... .089' 16.795 .019` 0 Z 10759.... 12663 621 621 3290.6254 90.6251.568 H.1-1 1425 12 M21 RT1.25X1.... .255 3.875 .222 0 y 6947.2997600.5 216 216 1771.8751771.8752.151 H.1-1 1426 12 M22 RT1.25X1... .216 0 .125 0" y 6947=299 7600.5 216 216 1771.8751771.8752.237 H1-1 1427 12 M23 RT1.25X1.... .136 3 .131 0 y`/016.026 7600.5 216 216 1771.8751771.8752.165 H.1-1 1428 12 M24 RT2X2X0... .255 33.703; .170: 33.703 z.8542.72 12663 621 621 3290.6253290.6252.518 H1-1 1429 12 M25 RT2X2X0.... .671 0 .296 0 y 11136.74 12663 621 621 3290.62513290.6252.257 H.1-1 1430 12 M27 RT2X2X0... .496`, 0 .191 ; 0 y 11136.74 12663 621 621 3290.625 290.6251.864 H.1-1 1431 12 M28 RT2X6X0.... .665 0 .268 6 y 34302.... 38745 2193.941 4462.5 16555.... 373.4821.784 H.1-1 1432,12 M29 RT2X2X0... ",067 35.29 .021 0 z 9302.488 12663 621 621 "'3290.62 290.6252.129 H.1-1 1433 12 M30 RT2X2X0.... _089 16.795 .069 0 z 10759.... 12663 621 621 3290.625 290.6252.324 H.1-1 1434 12 M31 RT1.25X1.... .139 3.875 .184 0 z 6947299 7600,5 216 216 1771.8751771.8752.194 H.1-1 1435 12 M32 RT1.25X1.... .074 3.875 .068 0 z 6947.299 7600.5 216 216 1771.8751771.8752.227 H.1-1 1436 12 M33 RT1.25X1..: .098;:, 0 .136 0 _ y 7016;0267600.5 216 216 1771.87 771,8752.196 H-1-1, 1437 12 M34 RT2X2X0.... .186 33.703 .110 33.703 z 8542.72 12663 621 621 3290.62513290.625 1.91 H.1-1 1438 12 M35 RT2X2X0... .488 12 .206 0 y 11136.74 12663 621 621 3290,6253290.6252.252 H.1-1 1439 12 M37 RT2x2X0.... .259 0 .059 0 y 11136.74 12663 621 621 3290.6253290.625 1.94 H.1-1 1440 12 M38 RT2X2X0... .678 0 .291 3 y 20666..., 23625 1024.8751024.8756062.5 5062.5 2.278 H.1-1 1441 12 M39 RT2X2X0.... .074 0 .014 0 y 9302.488 12663 621 621 3290.6253290.6252.281 H.1-1 1442 12 M40 RT2X2X0.... .061 '' 16.795 .038 0 z 10759.... 12663 621 621 3290.62 4290.6251.047 H.1-1 1443 12 M41 RT1.25X1... .108 3.875 .142 0 z 6947.2997600.5 216 216 1771.8751771.8751.884 H.1-1 1444 12 M42 RT1.25X1.. .194 3.875 .175 0 z 6947.299 7800.5 216 216 1771.87 1771.8751.429 H.1-1 1445 12 M43 RT1.25X1.... .125 0 .086 0 y 7016.026 7600.5 216 216 1771.8751771.875 1,78 H.1-1 1446 12 M44 RT2X2X0... .191 44.938; .023 44.938. z 8542.72 12663 621 621 3290.6254290.6252-818E11-1 1447 12 M45 RT2X2X0.... .227 3 .160 0 y 11136.74 12663 621 621 3290.625 290.6252.075 11.1-1 1448 12 M47 RT2X2X0..: .068 0 .027 0 z 11136.74 12663 621 621 3290.6254290.6251.064 H.1-1 1449 12 M48 RT2X2X0.... .413 0 .178 3 y 11136.74 12663 621 621 3290.6254290.6252.167 H.1-1 1450 12 M49 RT2X2X0... .307 2.206 .403 0 z 9302.488 12663 621 621 3290.62 4290.6252.906 H.1-1 1451 12 M50 RT2X2X0.... ,038 16.795 .011 0 z 10759.... 12663 621 621 3290.62 4290.6251.921 H.1-1 1452 12 M51 R1-1,25X1.. .066 3.875 .128 0 z 6947.2997600.5 216 216 1771.87 1771-875 1.72 H.1-1 1453 12 M52 RT1.25X1.... .249 3.875 .134 0 z 6947.2997600.5 216 216 1771.8751771.8751.875 H.1-1 1454 12 M52A RT2X2X0... .168 33.188 .094 ' 0 z 9468.101 12663 621 621 3290.62 4290.6252.1031-1.1-1 1455 12 M53 RT1.25X1.... .035 3 .065 0 z 7016.026 7600.5 216 216 1771.87 1771.8751.007 H.1-1 1456 12 M53A " RT2X2X0... .352 0 .177 0 z 11156••.. 12663 621 621 3290.6254 90.6251.887 H1-1 1457 12 M54 RT2X5X0.... .476 0 .137 0 z 5715.222 22815 1207.347 2340 9365.6254290,6252.556 H.1-1 1458 12 M54A RT2X2X0.... .073 0 .024,' 0 y 9468.101 12663 621 621 3290.6254290.6252.452 H:1-1 1459 12 M55 RT2X2X0.... .077 0 .058 0 y 11156.... 12663 621 621 3290.6254290.6252.229 H.1-1 1460 12 M56 RT2X2X0... .293 2.074 .703 0 z 17356.... 23625 1024.8751024.875 5062.5 5062.5 2.775 H: -1 1461 12 M57 RT2X2X0.... ,277 0 .523 10.281 z 11156.... 12663 621 621 3290.6254290.6252.242 H.1-1 1462 12 M58 RT2X2X0.... .510 0 .108 0 y 8675.621 12663 621" 621 3290.62 4290-625 1.980 H.1-1 1463 12 M59 RT2X2X0.... .649 0 .115 0 y 8675.621 12663 621 621 3290.6254290.6252.282 H.1-1 1464 12 M60 RT2X2X0... .418 :127.0... .110 0 y 18957,... 23625 1024.8751024.875 5062.5 5062.5-1.841 H.1-1 1465 12 M61 RT2X6X0.... .448 0 .123 0 y 27365.... 38745 2193.9414456.62316555.... 73.4821.608 H.1-1 RISA-3D Version 15.0.1 [1...\..\..1..\...\...1...\...1...1...\1039-17 Testa Space Truss- Exterior JL.r3d] Page 107 Company : SML Engineers C I IR1SA Designer : R.Begic,EIT Job Number : 1039 17 Checked By.J.Light,PE Model Name Tesla Storefront-Washington Square Mail Exterior Member AA ADM1-10:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[in] Shear... Loc[in]Dir phi*Pnc..phi*Pnt[..phi*Mn...phi*Mn...phi*Vny..phi*Vnz... Cb Eqn 1466 12 M62 RT1.25X1.. ! .125. 127.0...' ..046 0 "-y 5450:03 7600.5 . 216 216 1771..8751771.8752.223 H.1-1 1467 12 M63 RT1.25X1... .153 127.0... .047 0 y 5450.03 7600.5 216 216 1771.8751771.8751.999 H.1-1 1468 12 M64 RT2X2X0....! .476 0 .124 0 y 8675.621 12663 621 621 3290.6253290.6252.452 H-1-1; 1469 12 M65 RT2X2X0.... .459 0 .116 0 y 7287.549 12663 621 621 32 90.6253290.625 2.429 H.1-1 1470 12 M66 RT1'.5X1.5.. .372 0 .082 0 y 7056 9288 327 327 2278-12 52278.1252.331 H-1-1 1471 12 M67 RT2X2X0.... .434 62.369 .020 0 y 7169.857 12663 621 621 3290.6253290.6252.124 H.1-1 1472 12 M68 RT2X2X0.... .290 0 .035 0 y 6122.775 12663 621" 621 " 3290.6253290.625 2.25 H.1-1 1473 12 M69 RT2X2X0.... .541 55 .433 48.125 z 7750.24 12663 621 621 3290.62 53290.62 5 2.804 H.1-1 1474 12 M70 RT2X2X0....'; .356 55 .675 0 z 13948.... 23625 1024.8751024.8755062.5 5062.5 2.836 HI-1 1475 12 M71 RT2X2X0.... .412 12 .350 0 y 11136.74 12663 621 621 3290.6253290.6252.267 H.1-1 1476 12 M72 RT2X2X0....; .309 ' 12 .171 .6 y 11136.74 12663 621 621 3290.62 532 90.6252.386 H.1-1" 1477 12 M73 RT2X2X0.... .094 12 .028 0 z 11136.74 12663 621 621 3290.62632 90.62 5 1.222 H.1-1 1478 12 M74 RT2X2X0..,. .339 2.206 .385 0 z 9302:488 12663 621 621 3290.6253290.6253.08 H.1-1 1479 12 M76 RT1.25X1.... .177 3.875 .079 0 z 6947.2997600.5 216 216 1771.87517 71.8751.98 H.1-1 1480 12 M77 RT1,.25X1.. .231 3.875 .154 0 z 6947299 7600.5 216 216 1771.87517 71.8751/41 H.1-1 1481 12 M78 RT1.25X1.... .070 0 .080 0 y 7016.026 7600.5 216 216 1771.8751771.8752.217 H.1-1 1482 12 M79 RT2X2X0.... .091 30.938 .049 55 y 7750.24 12663 621 621 3290.6253290.6252.265 H.1-1 1483 12 M80 RT2X2X0.... .264 55 .104 34.375 z 7750.24 12663 621 621 32 90.62 532 90.625 3.065 H.1-1 1484 12 M81 11T2X2X0... .117 0 .051 - 6 y 11136.74 12663 ".621 621 3290.6253290.6252.254 H.1-1 1485 12 M82 RT2X2X0.... .164 12 .056 3 y 11136.74 12663 621 621 3290.62532 90.626 1.727 H.1-1 1486 12 M83 RT2X2X0. .. ,089 12 .040 t 0 y 11136.74 12663 621 621 3290.6253290.6252.237 H.1-1 1487 12 M84 RT2X2X0.... .011 35.29 .033 0 z'9302.488 12663 621 621 3290.62532 90.625 2.1 33 H.1-1 1488 12 M85 RT2X2X0.... .136 0 .056 0 z 10121.... 12663 621 621 3290.6253290.6251.89 H.1-1 1489 12 M86 RT1.25X1.... .088 3.875 .053 0 z 6947.2997600.5 216 216 1771.8751771.8752.052 H.1-1 1490 12 " M87 RT1-25X1.. .121 3.875'. .078 0 z 6947.2997600.5 216 216 1771.87517 71.8751.045 H-1-1 1491 12 M88 RT1.25X1... .051 3 .041 0 y 7016.02 6 7600.5 216 216 1771.8751771.8752.161 H.1-1 1492 12 M89 RT2X2X0... .122 `30.938 ".070 0 z 7750.24 12663 621 621 :3290.6253290.6253.751 H.1-1 1493 12 M90 RT2X2X0.... .298 34.375 .097 34.375 z 7750.24 12663 621 621 32 90.62532 90.62 5 1.817 H.1-1 1494 12 M91 RT2X2X0... .026 12 .023 0 y 11136.74 12663 621 621 3290.6253290.6252,11 H•1-1 1495 12 M92 RT2x4x0.... .481 0 .179 6 y 32701.... 37125 1890 2986.875 13162.5 5062.5 1.653 H.1-1 1496 12 M93 RT2X2X0... .144 0 .058 0 y 11136.74 12663 621 621 3290.62532 90.62 5 2.186 H.1-1' 1497 12 M94 RT2X2X0.... .034 0 .025 35.29 y 9302.488 12663 621 621 3290.62 532 90.625 1.925 H.1-1 1498 12 M95 RT2X2X0.... .159 0 .054 0 z 10121...- 12663 621 621 3290,6253290.6252.343 H.1-1 1499 12 M96 RT1.25X1... .123 3.875 .146 0 z 6947.2997600.5 216 216 1771.8751771.8752.199 H.1-1 1500 12 M97 RT1.25X1..; .026 3.875 .010 3.875 y 6947.2997600.5 216 216 17 71.8761771.8752.193 H.1-1 1501 12 M98 RT1.25X1.... .059 0 .070 0 y 7016.0287600.5 216 216 17 71.87517 71.875 1.922 H.1-1 1502 12 M99 RT2X2X0... .152 30.938 " .077 0 z 7750.24 12663 621 621 3290.6253290.6252.209 H.1-1, 1503 12 M100 RT2X2X0.... .376 34.375 .070 34.375 z 7750.24 12663 621 621 32 90.6253290.625 2.387 H.1-1 1504 12 M101 RT2X2X0... " .255 0 .098 6 y 11136.74 12663 621 621 3290.6253290.6252.357 H.1-1; 1505 12 M102 RT2X4X0.... .713 0 .243 3 y 32701--.. 37125 1890 2986.875 13162.5 5062.5 2.097 H.1-1 1506 12 M103. RT2X2X0.... .342 0 .137 0 y 11136.74 12663 621 621 3290.6253290625 2.07 H.1-1 1507 12 M104 RT2X2X0.... .039 35.29 .026 0 z 9302.488 12663 621 621 3290.6253290.6251.756 H.1-1 1508 12 M105 RT2X2X0... .161 0 .062' 0 z 10121..., 12663 621 621 3290.6253290.6251.073 H.1-1; 1509 12 M106 RT1.25X1... .052 3.875 .113 0 z 6947.299 7600.5 216 216 1771.8751771.875 2.05 H.1-1 1510 12 M107 RT1.25X1... .081 3.875 .060 0 z 6947:2997600.5 216 216 17 71.8751771.8751.111 H.1-1; 1511 12 M108 RT1.25X1... .144 0 .134 0 y 7016.026 7600.5 216 216 17 71.87 517 71.8752.184 H.1-1 1512 12 M112 RT2X2X0... .618 0 .347 3 y 20666.... 23625 1024.8751024,875 5062.5 5062.5 2.269 H1-1; 1513 12 M113 RT2X2X0.... .067 0 .022 0 z 11136.74 12663 621 621 32 90.62532 90.6251.713 H.1-1 1514 12 M114 RT2X2X0.... ,.206 ? 0 .035 7 0 j z"9302.488 12663 621 621 3290.625c290.6252.142 H11-1 1515 12 M115 RT2X2X0.... .351 8.426 .094 0 z 8542.72 12663 621 621 3290.62 532 90.62 5 2.587 H.1-1 1516 12 M116 RT1.25X1... .262 3.875 .227 0 y 6947.299 7600.5 216 216 1771.87517716752.163 H'1-1' 1517 12 M116A RT2X2X0.... .178 44.938 .060 0 z 8542.72 12663 621 621 32 90.62 53290.6253.253 H.1-1 RISA-3D Version 15.0.1 [1...\...\...\...\...\...\...\...\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 108 Company : SML Engineers b IDesigner : R.Begic,EIT Job Number : 1039-17 Checked By.J.Light,PE Model Name Tesla Storefront-Washington Square Mall Exterior Member AA ADMI-10:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[in] Shear... Loc[in]Dir phi*Pnc...phi*Pnt[..phi*Mn...phi*Mn...phi*Vny..phi*Vnz... Cb Eqn 1518 12 M117 RT1 25X1... .233 0 .152 0 y 6947.2997600.5 216 216 1771.8751771.8752.267 H.1-1 1519 12 M117A RT2X2X0.... .296 3.625 .211 3.625 y 11796.32 12663 621 621 32 90.62 53290.62 5 1.471 H.1-1 1520 12 M118 RT1.25X1.... .126 ± 3 .099 0 z 7016.026 7600.5 216 216 1771.87 1771-8752.17 H.1-1' 1521 12 M118A RT2X2X0.... .138 3.625 .207 0 z 11796.32 12663 621 621 32 90.62 5 290.6251.083 H.1-1 1522 12 M119 . RT2X2X0.... .458 10.063 .266 0 z 11289.33 12663 621 621 3290.62 c290.6252.202 H.1-1 1523 12 M120 RT2X2X0.... .280 0 .167 0 y 11289.33 12663 621 621 3290.62 4290.6252.271 H.1-1 1524 12 M121 RT2X2X0.... .562 0 .156 0 v 11136.74 12663 621 621 3290.62 42 90.6252.23 H.1-1 1525 12 M122 RT2X2X0.... .178 12 .041 0 z 11136.74 12663 621 621 32 90.62 54290.62 5 2.27 H.1-1 1526 12 M123 RT2X2X0.... .089 0 .030 0 y 11136.74 12663 621 621 32 90.62 {290.62 1.751 H.1-1 1527 12 M124 RT2x2x0.... .125 0 .047 0 z 10759.... 12663 621 621 3290.62 54290.62 5 2.155 H.1-1 1528 12 M125 RT2X2X0.... .472 197.1..,', .096 197.1...y 8961.111 12663 621 621 .3290.6254290.625 4.22 R1-1 1529 12 M126 RT2X2XO.... .516 197.1... .100 197.1... y 1786.661 23625 1024.87510 24.875 5062.5 5062.5 4.282 H.1-1 1530 12 M127 .RT2X6X0.... .370 200.8.- .107 1200.8...;y 27365.... 3$745 2193.941 4270.628 16555-- '373.4821.422 H.1-1 1531 12 M128 RT2X2X0.... .538 100.4... .100 200.8... y 13030.... 23625 1024.8751024.875 5062.5 5062.5 1.702 H.1-1 1532 12 M129 R1-1:25X1.... .114 200.8...i .041 200.8..,y 3854.58 7600.5 216 210.631771.87 1771.875 1.96 H.1-1 1533 12 M130 RT1.25X1.... .12$ 200.8... .042 200.8... v 3854.58 7600.5 216 21 0.8 27 1771.87 1771.8751.985 H.1-1 1534 12 M131 Fri.0(1.5- .171 0 .059 0 y 6042.439 9288 327 327 2278.12 + 78.1252.284 H.1-1, 1535 12 M132 RT1.5X1.5... ,459 60.875 .095 60.875 y 4069.441 9288 327 327 2278.125+ 78.1252.504 H.1-1 1536 12 M133 RT2X2X0.... .46$ 60.875 .079 60.875 y 7287:549 12663 621 621 3290.62 4290.6252.357 H.1-1 1537 12 M134 PT'.5X1.5... .512 43.25 .108 43.25 y 5456.936 9288 327 327 2278.125 78.1252.507 H.1-1 1538 12 M135 RT2X5X0.... .129 0 .048 35.813 ;y 17160.... 22815 1207.347 2340 9365.62 4290.6252.837 H.1-1 1539 12 M136 RT2X5X0.... .247 60.875 .074 60.875 y 62 24.86 6 22815 1207.347 2340 9365.62 4290.6251.529 H.1-1 1540 12 M137 RT2X5X0.... .550 43.25 .134 43.25 z 16204.... 22815 1207.347 2340 9365.62 4290.6252.509 H.1-1 1541 12 M138 RT2X3X0.... .031 45.762 .030 48.813 z 10682.... 16065 868.5 1102.5 5315.62 4290.625 2,34 H.1-1 1542 12 'M139 RT2X3X0.... .004 0 .008 0 z 14209.... 16065 868.5 1102.5 5315.62 Y 90.6251.561 H.1-1 1543 12 M140 RT2X3X0.... _017 23.164 .014 0 z 11800•... 16065 868.5 1102.5 5315.62 542 90.625 1.658 H_1-1 1544 12 M141 RT2X3X0....' .007 11.75 .009 11.75 z 14209_... 16065 868.5 1102.5 5315.62, 4290.625 2-222 H-1-1 1545 12 M142 RT2X3X0.... .034 37.063 .010 37.063 z 11800.... 16065 868.5 1102.5 5315.62 4.290.6251.617 H.1-1 1546 12 M143. RT2X3X0.... .023 11.75 .008 11.75 z 14209.... 16065 868.5 1102.5 5315.62 4290.6251.019 H.1-1, 1547 12 M144 RT2X3X0.... .075 37.063 .012 0 z 11800.... 16065 868.5 1102.5 5315.6254290.6251.784 H.1-1 1548 12 . M145 RT2X3X0.... .441 >39.66 .449 42.711', y 10682.... 16065 868.5 1102.5 5315.62 290.6251.946 H.1-1. 1549 12 M146 RT2X4X0.... .307 143.68 .024 125.72 y 3664.389 19440 1092.57 1676.25 7340.62 54290.6251.741 H.1-1 1550 12 M147 RT3X4X0.... .210 143.68 .067 125.72 z 8908.951 22815 1835.635 2205 7340.625 15.625 1.355 H.1-1 1551 12 M148 RT3X3X0.... .205 143.68 .023 125.72 y 7183.135 19440 1485 1485 5315.62 5.315.625 2.106 H.1-1 1552 12 M149 RT2X4X0... ,028 0 " .020 15.849 y 12880.... 19440 1092.57 1676.25 7340.6254290.6252.004 H.1-1 1553 12 M150 RT2X4X0.... .017 54.794 .009 0 z 12424.... 19440 1092.57 1676.25 7340.62 542 90.625 2.401 H.1-1 1554 12 M179 RT2X2X0... .169 0 .006 0 z 6912.922 12663 621 621 32 90-62 54290.625 1.743 H.1-1' 1555 12 M180 RT2X2XO.... .220 0 .007 82.041 y 5620.584 12663 621 621 32 90.62 54290.625 1.088 H.1-1 1556 12 M181 RT2X2X0.... .124 '82.041, .008 82.041 y 5620.584 12663 621 621 3290.62 54290.625 2,1 54 H.1-1: 1557 12 M182 RT2X2X0.... .220 0 .031 67.787 y 6743.152 12663 621 621 3290.6256290.625 2.09 H.1-1 1558 12 M182A RT2X2X0... .209 16.795, .048 0 z 10759.... 12663 621 621 3290.62 4290.6252.361 H.1-1 1559 12 M184 RT2X2X0.... .253 3 .326 0 v 11136.74 12663 621 621 32 90.62 5 290.6252.104 H.1-1 1560 12 M185 RT2X2X0... , .202 0 .010 0 ` z 10848.... 12663 621 621 3290.62 4290.6251.479 H.1-1 1561 13 M1 RT2X3X0.... .039 0 .035 3.051 z 10682.... 16065 868.5 1102.5 5315.62 4290.6252.946 H.1-1 1562 13 M2 RT2X3X0... .008 0 .004 0 z 14209.... 16065 868.5 1102.5 5315.62 42 90-6251.025 H.1-1 1563 13 M3 RT2X3X0.... .019 0 .018 23.164 z 11800.... 16065 868.5 1102.5 5315.6254290.6251.654 H.1-1 1564 13 M4 RT2X3X0... .012 0 .005 0 z 14209.... 16065 868.5 1102.5 53.15.6254 90-6251.117 H.1-1 1565 13 M5 RT2X3X0.... .043 0 .010 0 z 11800.... 16065 868.5 1102.5 5315.62 54290.62 5 1.4 56 H.1-1 1566 13 M6 RT2X3X0... .041 11.75 .028 0 z 14209•••• 16065 868.5 1102.5 5315.62 4290.62 5 1.557 H.1-1 1567 13 M7 RT2X3X0.... .081 0 .013 0 z 11800.... 16065 868.5 1102.5 5315.62 4290.6251.195 H.1-1 1568 13 M8 RT2X3X0... .600 39.66 .820 42.711 y 10682.... 16065 868.5 1102.5 5315.6254 90.6252.134 H.1-1 1569 13 M9 RT2X4X0.... .145 143.68 .019 125.72 z 3664.389 19440 1092.57 1676.25 7340.62 542 90.62 5 1.7 54 H.1-1 RISA-3D Version 15.0.1 [\...\...\...\...\...\...\...\...\...1..\1039-17 Tesla Space Truss- ExteriorJL.r3d] Page 109 C10'-Company SML Engineers (�, Designer : R.Begic,EIT IIIRISA Job Number : 1039-17 Checked By.J.Light,PE Model Name : Tesla Storefront-Washington Square Mall Exterior Member AA ADM9-l0:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[inl Shear... Loc[in]Dirphi*Pnc...phi*Pnt[..• i*Mn...phi*Mn...phi*Vny.. hi*Vnz... Cb Eqn 1570 13 M10 RT3X4X0.... 293 143.68 .046 125.72 z 8908.951 22815 1835.635 2205 7340.6255315.62 1.889 H.1-1 1571 13 M11 RT3X3X0.... _104 125.72 .049 125.72 z 7183.135 19440 1485 1485 5315.6255315.6251.449 H.1-1 1572 13 M12 RT2X4X0...:'. .013 19.019, .014 0 z "12880.... 19440 1092.57 1676.25'7340.625 290.6252.673 H.1-1;. 1573 13 M13 RT2X4X0.... .015 17.123 .005 0 z 12424.... 19440 1092.57 1676.25 7340.62 54290.625 1.843 H.1-1 1574 13 M14 RT2X2X0... .164 44.938 .066 33.703 z 8542.72 12663 621 621 3290.625 290.625 2.871 H.1-1 1575 13 M15 RT2X2XO.... .236 12 .051 0 y 11136.74 12663 621 621 32 90.6254290.625 2.167 H.1-1 1576 13 M16 RT2X2X0.... .389 8.426 .265 30.895 z 8542.72 12663 621 621 3290.62 4290.6252.303 H.1-1 1577 13 M17 RT2X2X0.... .150 0 .028 0 y 11136.74 12663 621 621 3290.6254290.6251.951 H.1-1 1578 13 M18 RT2X2X0... ' .684 0 ,536 3 y 20666--•- 23625 1024.8751024.875 5062,5 5062.5 2.345 H.1-1j 1579 13 M19 RT2X2X0.... .271 0 .021 0 z 9302.488 12663 621 621 3290.6254290.6252.133 H.1-1 1580 13 M20 RT2X2X0.... .062 16.795; .012 0 z 10759.... 12663 621 621 3290.62 4290.6252.063 H-1-1 1581 13 M21 RT1.25X1.... .377 3.875 .331 0 y 6947.29 7600.5 216 216 1771.87 1771.875 2.1 88 H.1-1 1582 13 M22 RT1.25X1.. .290 0 .212 0 y 6947.299 7600.5 216 216 1771.87 1771.875 2.257 H.1-1; 1583 13 M23 RT1.25X1... .250 0 .216 0 y 7016.026 7600.5 216 216 1771.87 1771.8751.943 H.1-1 1584 13 M24 RT2X2XO.... .155 '33.703 ' .085 33.703 z 8542.72 12663 621 621 3290.62 4290.6252.072 H-1-1 1585 13 M25 RT2X2X0.... .297 0 .122 0 y 11136.74 12663 621 621 3290.62 4290.6252.249 H.1-1 1586 13 M27 RT2X2X0.... .312 0 .074 0 y 11136.74 12663 621 621 3290.62 4290.6251.997 H.1-1 1587 13 M28 RT2X6X0.... .814 0 .337 6 y 34302.... 38745 +193.941 4462.5 16555.... 373.482 1.78 H.1-1 1588 13 M29 RT2X2X0... .091 `35.29 .028 0 z 9302.488 12663 621 621 3290.62 4290.625 1.947 H.1-1 1589 13 M30 RT2X2X0.... .040 16.795 .024 0 z 10759.... 12663 621 621 3290.62 54290.625 2.072 H.1-1 1590 13 M31 RT1.25x1... .031 0 .172 0 z Z947.299 7600.5 216 216 1771.87 1771.8751.052 H.1-1 1591 13 M32 RT1.25X1.... .310 3.875 .228 0 z 6947.299 7600.5 216 216 1771.8751771.8751.916 H.1-1 1592 13 M33 RT1.25X1.... .137 0 .191 0 y 7016.0267600.5 216 216 1771.87 1771-875 2.204 H.1-1 1593 13 M34 RT2X2X0.... .198 44.938 .075 33.703 z 8542.72 12663 621 621 3290.6254290.625 2.812 H.1-1 1594 13 M35 RT2X2X0... ,.308 12 .096 i 0 y 11136.74 12663 621 621 3290.62 4290.6252.243 H.1-1 1595 13 M37 RT2X2X0.... .188 0 .066 0 y 11136.74 12663 621 621 3290.625 290.6252.115 H.1-1 1596 13 M38 RT2X2X0... s .767 0 .331 0 y 20666.... 23625 1024.8751024.875 5062.5 5062.5°2.23 H-1-1 1597 13 M39 RT2X2X0.... ,066 0 .040 0 y 9302.488 12663 621 621 3290.625 290.6252.022 H.1-1 1598 13 M40 ' RT2X2x0... ; .037 "16.795 ,017 0 z 10759.... 12663 621 621 3290.62 4290-625 1.888 H.1-1 1599 13 M41 RT1.25X1..., .022 3.875 .149 0 z 6947.299 7600.5 216 216 1771.87 1771.875 2.27 H.1-1 1600 13 M42 RT1.25X1.... .225 3.875 .193 0 z 6947.299 7600.5 216 216 1771.87 ,771.8752.174 H.1-1 1601 13 M43 RT1.25X1.... .156 0 .124 0 y 7016.026 7600.5 216 216 1771.8751771.8751.945 H.1-1 1602 13 M44 RT2X2X0.... .044 44.938 .009 2.809 z 8542.72, 12663 621 621 .3290.6254290.6252.944 H.1-1 1603 13 M45 RT2X2X0.... .131 3 .095 0 y 11136.74 12663 621 621 3290.6254290.625 2.12 H.1-1 1604 13 M47 RT2X2X0.... .098 0 .021 0 y 11136.74 12663 621 621 3290.62 4290.625 1.819 H.1-1 1605 13 M48 RT2X2X0.... .431 0 .213 3 y 11136.74 12663 621 621 3290.62 54290.62 5 2.045 H.1-1 1606 13 M49 RT2X2x0.... .379 2.206 .476 . 0 z 9302.488 12663 621 621 3290.62 4290.6254.082 H.1-1 1607 13 M50 RT2X2X0.... .018 16.795 .006 0 z 10759.... 12663 621 621 3290.625 290.625 2,46 H.1-1 1608 13 M51 RT1.25X1...,; .060 3.875 + .166 0 z 6947.2997600:5 216 216 1771.87 1771.8752.094 H.1-1 1609 13 M52 RT1.25X1..., .172 3.875 .122 0 z 6947.299 7600.5 216 216 1771.8751771.8752.148 H.1-1 1610 13 M52A RT2X2X0..._ .129 0 .024 r 0 z 9468.101 12663 621 621 3290.62 ' 90.6252.134 H.1-1r 1611 13 M53 RT1.25x1.... .045 0 .078 0 z m16.0267600.5 216 216 1771.8751771.8751.186 H.1-1 161213 M53A RT2X2X0....' .035 " 0 .068 0 z 11156--•- 12663 621 621 3290.62 5g290.625 1.264 H-1-1, 1613 13 M54 RT2X5X0.... .246 0 .047 0 z 5715.222 22815 1207.347 2340 9365.6253290.6252.607 H.1-1 1614 13 M54A RT2X2XO.... .059 0 .031 0 y 9468.101 12663 621 621 3290.6253290.6252.19 H:1-1; 1615 13 M55 RT2X2X0.... .050 0 .052 0 z 11156.... 12663 621 621 3290.6253290.6252.092 H.1-1 1616 13 M56 RT2X2x0.... .355 2.074 .835 0 z-17356.... 23625 1024.8751024.875 5062.5 5062.5 3.317 H.1-1. 1617 13 M57 RT2X2X0.... .101 10.281 .293 10.281 z 11156.... 12663 621 621 3290.6253290.6252.101 H.1-1 1618 13 M58 RT2X2X0....! .229 127.0..:, .037 ,;111.18 :y 10275.... 12663 621 621 3290.6253290.62 1.737 H.1-1 1619 13 M59 RT2X2X0.... .224 0 .037 0 y 8675.621 12663 621 621 3290.6253290.625 2.15 H.1-1 1620 13 M60 RT2X2X0.... .443 0 .079 ` 111.18 y 15784.... 23625 1024.8751024.875 5062.5 5062.5'1.868 H.1-1 1621 13 M61 RT2X6X0.... .678 0 .085 0 y 27365.... 38745 +193.941 4462.5 16555....4373.482 1.684 H.1-1 RISA-3D Version 15.0.1 [\...1..1...L..\...\...\...\...\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 110 Company : SML Engineers J s Designer : R.Begic,EIT IiIRISA Job Number : 1039-17 Checked By.J.Light,PE Model Name : Tesla Storefront-Washington Square Mall Exterior Member AA ADM1-10:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[in] Shear... Loc[ini Dirphi*Pnc...phi*Pnt[..phi*Mn...phi*Mn...phi*Vny....hi*Vnz... Cb Eqn 1622 13 M62 RT1.25X1..: .206 + 0 .026 0 I y 3854.58 7600.5 216 216 1771.8751771.8752.084 H.1-1 1623 13 M63 RT1.25X1... .266 0 .023 0 y 385458 7600.5 216 216 1771.8751771.8752.184 H.1-1 1624 13 M64 RT2X2X0....' .603 0 .081 0 y 8675.621 12663. 621 621 3290.62 290.6252.436 H.1-1' 1625 13 M65 RT2X2X0.... .492 0 .077 0 y 7287.549 12663 621 621 3290.62 4290.6252.406 H.1-1 1626 13 M66 RT1.5X1.5..'' .382 0 .084 0 y 7056 9288 327 327 2278.12 0'78.1252.313 H.1-1, 1627 13 M67 RT2X2X0.... .232 0 .025 0 y 7169.857 12663 621 621 3290.6254290.6252.169 H.1-1 1628 13 M68 RT2x2X0.... .212 0 .022 0 y 6122.775 12663 621 621 3290.62 4290.625 233 H.1-1,' 1629 13 M69 RT2X2X0.... .239 55 .213 48.125 z 7750.24 12663 621 621 3290.62 290.625 3.559 H.1-1 1630 13 M70 RT2X2X0..., .228 0 .761 0 z 13948,... 23625 1024.8761024-8755062.5 5062.5 3.507 H.3-1; 1631 13 M71 RT2X2X0.... .220 12 .184 0 y 11136.74 12663 621 621 3290.625 290.6252.267 H.1-1 1632 13 M72 RT2X2X0....! .341 12 .195 6 y 11136.74 12663 621 621 3290.62 290.625 2.35 H. -1 1633 13 M73 RT2X2X0.... .057 12 .026 0 y 11136.74 12663 621 621 3290.62 4290.6251.564 H.1-1 1634 13 M74 RT2X2X0.... .373 2.206 ' .427 0 z 9302.488 12663 621 621 3290.6254290.6253.783 H.1-1; 1635 13 M76 RT1.25X1... .113 3.875 .062 0 z 6947.299 7600.5 216 216 1771.8751771.8752.166 H.1-1 1636 13 M77 RT1.25X1... .184 3.875 .156 0 z 6947.299 7600.5 216 216 1771.87 1771.8751.718 H.1-1 1637 13 M78 RT1.25X1... .085 0 .096 0 y 7016.026 7600.5 216 216 1771.8751771.8752.207 H.1-1 1638 13 M79 RT2x2x0.... .067 0 .025 34.375 'z 7750.24 12663 621 621 3290.62 4290.6252.456 H.1.1 1639 13 M80 RT2x2X0.... .164 34.375 .056 34.375 z 7750.24 12663 621 621 3290.6254290.6251.717 H.1-1 1640 13 M81 RT2X2x0.... .056 0 .020 6 y 11136:74 12663 621 621 3290.6254290.6252.294 H-1-1 1641 13 M82 RT2X2X0.... .144 12 .040 6 y 11136.74 12663 621 621 3290.6254290.6251.781 H.1-1 1642 13 M83 RT2X2X0.... .061 12 .033 i' 0 y 11136.74 12663 621 621 3290.6254290.6252.239 H.1-1 1643 13 M84 RT2X2X0.... .029 35.29 .011 0 y 9302.488 12663 621 621 3290.6254290.6251.107 H.1-1 1644 13 M85 RT2X2x0.:,. .063 0 .027 0 z 10121.... 12663 621 621 3290.62 4290.6252.367 H.1-1, 1645 13 M86 RT1.25X1.... .079 3.875 .053 0 z 6947.299 7600.5 216 216 1771.87 1771.8751.823 H.1-1 1646 13 M87 RT1 25X1..,. .160 3.875 .076 0 z 6947.2997600.5 216 216 1771,87 1771.8751.938 H.1-1 1647 13 M88 RT1.25X1.... .054 3 .051 0 y 7016.0267600.5 216 216 1771.8751771.8752.185 H.1-1 1648 13 M89 RT2X2X0.... .178 ` 0 .040 0 ",z 7750.24 12663 621 621 3290.62 4290.6252.402 H.1-1 1649 13 M90 RT2X2X0.... .096 34.375 .017 34.375 z 7750.24 12663 621 621 3290.6254290.6252.436 H.1-1 1650 13 M91 RT2X2X0,... .029 12 .023 6 v 11136.74 12663 621 621 3290.62 '290.6252.43 H.1-1 1651 13 M92 RT2X4X0.... .640 0 .232 6 y 32701.... 37125 1890 2986.875 13162.5 5062.5 1.667 H.1-1 1652 13 M93 RT2X2X0.... .167 0 .042 0 y 11136.74 12663 621 621 3290.62 4290.6252.158 H.1-1 1653 13 M94 RT2x2x0.... .056 35.29 .016 0 z 9302.488 12663 621 621 3290.625 290.6251.938 H.1-1 1654 13 M95 RT2X2x0.... ,066 0 .017 0 z 10121.... 12663 621 621 3290.6254290.625 2.32 H-1-1 1655 13 M96 RT1.25X1... .160 3.875 .178 0 z 6947.2997600.5 216 216 1771.87 1771.8751.591 11.1-1 1656 13 M97 RT1.25X1.. .057 0 .031 0 z 6947:2997600.5 216 216 1771.8751771.8751.998 H.1-1, 1657 13 M98 RT1.25X1.... .090 0 .099 0 y 7016.026 7600.5 216 216 1771.87 1771.8752.145 H.1-1 1658 13 M99 . RT2X2X0.... .159 0 .033 0 z 7750.24 12663 621 . 621 3290.62 4290.6252.537 H:1-1. 1659 13 M100 RT2X2X0.... .159 0 .045 34.375 z 7750.24 12663 621 621 3290.6254290.6252.589 H.1-1 1660 13 M101 RT2X2X0....i .126 0 .049 0 y 11136.74 12663 621 621 3290.6254290.6252.399 H-1-1 1661 13 M102 RT2X4X0.... .872 0 .315 0 y 32701.... 37125 1890 986.875 13162.5 5062.5 2.04 H.1-1 1662 13 M103 RT2x2X0.... 234 i 0 .065 0 y 11136.74 12663 621 621 3290.62 4290.6252.051 H.1-1 1663 13 M104 RT2X2X0.... .097 35.29 .037 0 z 9302.488 12663 621 621 3290.6254290.6252.493 H.1-1 1664 13 M105 RT2X2X0.... .081 0 .011 0 z 10121.... 12663 621 621 3290.62 4290.6251.382 H.1-1 1665 13 M106 RT1.25X1..., .024 3.875 .137 0 z 6947.299 7600.5 216 216 1771.8751771.8752.095 H.1-1 1666 13 M107 RT1.25X1..• .228 `3.875 .137 0 z 6947-2997600.5 216 216 1771.87 771.8752.164 H,1-1; 1667 13 M108 RT1.25X1... .197 0 .192 0 y 7016.0267600.5 216 216 1771.8751771.8752.19 H.1-1 1668 13 M112 RT2X2X0.... .688 0 .415 3 y 20666.... 23625 1024.8751024.875 5062.5 5062.5 2.258 H.1.1 1669 13 M113 RT2X2X0.... .103 0 .029 0 y 11136.74 12663 621 621 3290.6254290.6252.149 H.1-1 1670 13 M114 RT2X2X0....' .190 0 .022 0 z 9302.488 12663 621 621 3290.62 4290.6252.1 i4 H.1-1 1671 13 M115 RT2X2X0.... .274 8.426 .156 0 z 8542.72 12663 621 621 3290.6254290.6252.093 H.1-1 1672 13 M116 RT1.25X1.. .324 3.875 .310 0 y &947-299 7600.5 216 216 1771.87 1771.8752.19 H•I-1 1673 13 M116A RT2X2X0.... .115 30.895 .020 0 z 8542.72 12663 621 621 3290.625 290.6252.312 H.1-1 RISA-3D Version 15.0.1 [\...1...\..\...\...\...\...\...\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 111 r��-'" Company : SML Engineers t261 Designer : R.Begic,EIT IIRISA J.Light,PE JNy. Model Naumberme : Tesla1039-17 Storefront Washington Square Mall Exterior Checked By Member AA ADM1-10:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[in] Shear... Loc[in] Dir•hi*Pnc..phi*Pnt[...hi*Mn... • i*Mn... • i*Vny....hi*Vnz... Cb Eqn 1674 13 "M117 . RT1.25X1-.. .307 'i 0 .229 0 y 70447.299 7600.5 216 216 1771.87 1771.87 2.253 H.1-1- 1675 13 M117A RT2X2X0.... .082 3.625 .089 3.625 y 11796.32 12663 621 621 4290.62 4290.6251.705 H.1-1 1676 13 M118 RT1`.25X1.. .221 0 .155 0 y 016.0267600.5 216' 216 771.87 1771.87 1.74 H.1-1 1677 13 M118A RT2x2X0.... .055 3.625 .092 0 z 11796.32 12663 621 621 4290.62 290.6252.27 H.1-1 1678 13 M119 RT2X2X0...-; .087 10.063 .055 .0 y 11289.33 12663 621 621 4290.62 4290.62 2.254 H.1-1 1679 13 M120 RT2X2X0.... .194 10.063 .056 0 y 11289.33 12663 621 621 4290.6254290.6252.202 H.1-1 1680 13 M121 RT2X2X0... .225 0 .078 0 y 11136.74 12663 621 621 4290.62 4290.6252.253 H.1-1` 1681 13 M122 RT2x2x0.... .065 12 .034 0 z 11136.74 12663 621 621 4290.6254290.6252.272 H.1-1 1682 13 M123 RT2X2X0-..:' .028 12 .030 0 z 11136.74 12663 621 621 4 90.62 4290.62 1.05 H.1-1' 1683 13 M124 RT2X2X0.... .051 0 .022 0 z 10759.... 12663 621 621 4290.6254290.6251.132 H.1-1 1684 13 M125 RT2X2X0... .235 197.1.. .041 `197.1--y :*61.111 12663 621 621 "4290.625 290.62 4.554 H.1-1' 1685 13 M126 RT2X2X0.... .237 0 .051 197.1... y 1786.661 23625 1024.8751024.875 5062.5 5062.5 4.325 H.1-1 1686 13 M127 RT2X6X0. L95";200.8... .083 200.8... y 27365.... 38745 '193.941267.25616555.... 373.4821.409 H-1-1 1687 13 M128 RT2X2X0.... .607 100.4... .0fi0 200.8... y 13030.... 23625 1024.8751024.875 5062.5 5062.5 1.664 H.1-1 1688 13 M129 RT1.25X1.-.' .215 200.8... .029 200.$•'• y 3854.58 7600.5 216 209.899 771.87 1771.8751.873 H.1-1, 1689 13 M130 RT1.25X1... .277 200.8... .027 200.8... y 3854.58 7600.5 216 211.378 1771.8751771.8752.056 H.1-1 1690 13 M131 RT1.5X1.5. ' .185 0 .052 0 " y ve42.439 9288 327 327 "78.125," 78.12 2.421 H.1-1 1691 13 M132 RT1.5X1.5.. .463 60.875 .072 60.875 y '169.441 9288 327 327 478.125 78.1252.509 H.1-1 1692 13 . M133 RT2X2X0-.. .530 '60.875 .091 60.875 87.549 12663 621 621 4290.6254290.62 2.331{1-1 1693 13 M134 RT1.5X1.5.. .618 43.25 .082 43.25 y -'56.936 9288 327 327 r78.125 278.1252.486 H.1-1 1694 13 M135 RT2X5X0...1 .087 0 .030. 0 y 17160.... 22815 1207.347 2340 4 65.62 tt4290.62 1.752 H.1-1 1695 13 M136 RT2X5X0.... .109 0 .056 121.75 y .224.866 22815 1207.347 2340 • 65.62513290.62 1.453 H.1-1 1696 13 M137 RT2X5X0... .196 <43.25: .061 `43.25', z 16204..-- 22815 1207.347 2340 4'365.62 290.62 1.927 H.1-1' 1697 13 M138 RT2X3X0.... .036 6.102 .032 3.051 z 10682.••• 16065 868.5 1102.5. 15.625 290.6252.906 1i-1-1 1698 13 M139 RT2X3X0... .009 0 .004 0 z 14209.... 16065 868.5 1102.5. 15.625 290.62 1.011 H.1-1' 1699 13 M140 RT2X3X0.... .018 0 .017 23.164 z 11800.... 16065 868.5 1102.5 . 15.625 290.6252.0 17 H.1-1 1700 13 M141 RT2X3X0..... .013 ' 0 .006 0 z 14209. .. 16065 868.5 1102.5 .15.62 290.6251.091 H.1-1 1701 13 M142 RT2X3X0.... .037 0 .009 0 z 11800••-- 16065 868.5 1102.5•315.625 290.6251.514 H.1-1 1702 13 M143 RT2X3X0-... .036 11.75 .027 0 z 14209••-• 16065 868.5 1102.5. 15.62 290.62 1.027 H:1-1 1703 13 M144 RT2X3X0.... .072 0 .009 0 z 11800.... 16065 868.5 1102.5 15.6254290.62 1.378 H.1-1 1704 13 M145 RT2X3X0...` .396 39.66 .600 42.711; y 10682.:.. 16065 868.5 1102.5•. 15.6254290.62 2.125 H.1-1 1705 13 M146 RT2X4X0.... .145 116-74 .032 125.72 z 4.64.389 19440 1092.57 1669.52 40.62 4290.6251-429 H.1-1 1706 13 M147 RT3X4X0... .297 143.68 .029 125.72 z 1908.951 22815 1835.635 2205 340.625. 15.62 1.832 H 1-1 1707 13 M148 RT3X3X0.... .154 143.68 .046 125.72 z 183.135 19440 1485 1485 .315.625.315.62 1.598 1-1.1-1 1708 13 M149 RT2X4X0.- .016 19.019 .017 0 z 12880.... 19440 1092.57 1676.25 40.62 290.62 3.33 H.1-1 1709 13 M150 RT2X4X0.... .017 17.123 .006 0 z 12424.... 19440 1092.57 1676.25 340.625 290.6251.856 H.1-1 1710 13 M179 RT2X2X0... .074 0 .004 0 y *•12.922 12663 621 621 4 90.62 .4290.62 2.395 H-1-1 1711 13 M180 RT2X2X0.-.. .175 0 .013 82.041 y ..20.584 12663 621 621 4290.6254290.6251.515 H.1-1 1712 13 M181 RT2X2x0... .103 ' 0 .020 82.041; y ..20.534 12663 621 621 4290.62 4290.62 1.971 H.1-1 1713 13 M182 RT2X2X0.... .163 67.787 .026 67.787 y .743.152 12663 621 621 4290.6254290.6252.377 H.1-1 1714 13 M182A RT2X2x0.. - .118 16.795 .030 0 . z 10759.... 12663 621 621 4290.62 4290.62 1.855 H.1-1 1715 13 M184 RT2X2X0.... .136 3 .188 0 y 11136.74 12663 621 621 4290.6254290.6252.133 H.1-1 1716 13 M185 RT2X2X0.-- .102 0 .003 0 y 10848.... 12663 621 621 4290.62 4290.6252.048 11.1-1'. 1717 14 M1 RT2X3X0.... .036 45.762 .039 48.813 z 10682.... 16065 868.5 1102.5. 15.62 4290.62 2.36 H.1-1 1718 14 M2 RT2X3X0...'• .005 11.75 .005 > 11.75 z 14209.... 16065 868.5 1102.5. 15.6254290.6252.175 H.1-1 1719 14 M3 RT2X3X0.... .029 23.164 .015 37.063 z 11800.... 16065 868.5 1102.5. 15.6254290.6251.984 H.1-1 1720 14 M4 RT2X3X0... ,021 11.75 .014 11.75 z 14209.... 16065 868.5 1102.5. 15.62 90.6252.237 H.1-1. 1721 14 M5 RT2X3X0.... .044 37.063 .008 37.063 z 11800.... 16065 868.5 1102.5. 15.6254290.6251.4951-11-1 1722 14 M6 RT2X3X0... .055 0 .023 11.75 z 14209.... 16065 868.5 1102.5-316.62 4290.62 2.171 H.1-1, 1723 14 M7 RT2X3X0.... .095 37.063 .011 37.063 z 11800.... 16065 868.5 1102.5- 15.62 4290.6251.684 H.1-1 1724 14 M8 RT2X3X0-.: .620 39.66 .531 42.711;y 10682... 16065 868.5 1102.5. 15.62 4290.62; 2.311 H-1-1 1725 14 M9 RT2X4X0.... .454 143.68 .025 125.72 y 4.64.389 19440 1092.57 1676.25 40.625 290.6252.158 H.1-1 RISA-3D Version 15.0.1 [\...\...1..\...\...\...\...1...\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 112 Company : SML Engineers CY Designer : R.Begic,EIT IiIRISA Job Number : 1039-17 Checked By. J.Light,PE Model Name : Tesla Storefront-Washington Square Mall Exterior Member AA ADMI-90:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Locjin1 Shear... Loc[in Dirphi*Pnc..phi*Pnj..phi*Mn... i*Mn...phi*Vny....hi*Vnz... Cb Eqn 1726 14 M10 RT3X4X0.... .167 143.68 .084 125.72 !z 8908.951 22815 18356352205 7340.62 »315.6251.348 H.1-1 1727 14 M11 RT3X3X0.... .135 116.74 ,013 71.84 z 7183.135 19440 1485 1485 5315.625. 15.6251.564 H.1-1 1728 14 M12 RT2X4X0.... .040 0 .018 15.849 'y 12880.... 19440 1092.57 .1676.25 7340.62 4290.6251.896 H.1-1,; 1729 14 M13 RT2X4X0.... .021 54.794 .007 0 z 12424.... 19440 1092.57 1676.25 7340.62 4290.625 3.131 H.1-1 1730 14 M14 RT2X2X0.... .254 44.938 ..160 33.703 z 8542.72 12663 . 621 621 3290.62 4290.6252.422 H.1-1,j 1731 14 M15 RT2X2X0.... .578 12 .180 0 y 11136.74 12663 621 621 3290.62 4290.6252.187 H.1-1 1732 14 M16 RT2X2X0.... .510" 30.895 .594 30.895 'z 8542.72 12663 621 621 3290.62 4290.6252.013 H.1-1 1733 14 M17 RT2X2X0.... .261 0 .132 0 y 11136.74 12663 621 621 3290.62 4290.6251.872 H.1-1 1734 14 M18 RT2X2X0.... .551 0 .384 3 y 20666.... 23625 1024.8751024.8755062.5 5062.5 2.337 H.1-1' 1735 14 M19 RT2x2Xo.... .318 0 .047 0 z 9302.488 12663 621 621 3290.6254290.6252.152 H.1-1 1736 14 . M20 RT2X2X0....{ .115 .i 0 .023 0 z 10759.... 12663 .621. 621 3290.62 4290.6251.839 H.1-1j 1737 14 M21 RT1.25X1... ,191 3.875 .173 0 z 6947.2997600.5 216 216 1771.8751771.8751.866 H.1-1 1738 14 M22 R1.1.25X1 .192 0 .079 0 y 6947.2997600.5 216 216 1771.87 1771.8752.174 H.1-1 1739 14 M23 RT1.25X1... .114 3 .086 0 y 7016.026 7600.5 216 216 1771.8751771.8752.268 H.1-1 1740 14 M24 RT2X2X0.... .310 33.703 .214 33.703 z 8542.72 12663 621 621 3290.62 4290.6252.525 H.1-1 1741 14 M25 RT2X2X0.... .872 0 .387 0 y 11136.74 12663 621 621 3290.6254290.6252.258 H.1-1 1742 14 M27 R72X2X0....; .598 0 .252 0 y 11136.74 12663 621 621 3290.6254290.6251.829 H.1-1 1743 14 M28 RT2X6XO.... .599 0 .256 6 y 34302.... 38745 2193.941 4462.5 16555.... -373.4821.81 H.1-1 1744 14 M29 RT2X2X0....' .081 35.29 .040 35.29 y'9302.488..12663 621 621 3290.62 4290.6252.281 H.1-1 1745 14 M30 RT2X2X0.... .119 16.795 .092 0 z 10759.... 12663 621 621 3290.6254290.6252.221 H.1-1 1746 14 M31 RT1.25X1..; .200 3.875 .189 0 "z6947.2997600.5' 216 216 1771.87 771.8752.181 H.1 1747 14 M32 RT1.25X1.... .048 3.875 .046 0 z 6947.299 7600.5 216 216 1771.8751771.8751.549 H.1-1 1748 14 M33 RT1.25X1-.. .078 " 0 .106 0 y 7016.026 7600.5 216 216" 1771.87 1771.8752.188 H.1-1. 1749 14 M34 RT2X2X0.... .206 33.703 .128 33.703 z 8542.72 12663 621 621 3290.62 290.6251.688 H.1-1 1750 14 M35 RT2X2X0..-. .584 12 .263 0 y 11136.74 12663 621 621 3290.62 4290.6252.254 H.1-1' 1751 14 M37 RT2X2X0.... .303 0 .056 0 y 11136.74 12663 621 621 3290.6254290.6251.881 H.1-1 1752 14 M38 RT2X2X0... .639 0 .287.: . 3 y 20666.... 23625 1024.8751024.875 5062.5 5062.5'2.314 H.1-1 1753 14 M39 RT2X2X0.... .079 0 .007 0 y 9302.488 12663 621 621 4290.6254290.6252.233 H.1-1 1754 14 ..M40 RT2X2X0.... .073 16.795 .049 0 z 10759.... 12663 621 621 4 90.6254290.6251.164 H:1-1 1755 14 M41 RT1.25X1.... .152 3.875 .137 0 z 6947.299 7600.5 216 216 1771.8751771.8751.835 H.1-1 1756 14 M42 RT1.25X1... .196 3.875 .164 .0 z 6947.299 7600.5 216 216 771.8751771.8751.686 H.1-1 1757 14 M43 RT1.25X1.... .108 0 .066 0 y 7016.026 7600.5 216 216 1771.8751771.8751.649 H.1-1 1758 14 M44 RT2x2x0.... .270 44.938 .034 33.703 z 8542.72 12663 621 621• 4290.625 290.6252.91 H.1-1; 1759 14 M45 RT2X2X0.... .279 3 .194 0 y 11136.74 12663 621 621 4290.6254290.6252.065 H.1-1 1760 14 M47 RT2X2X0... .107 12 .042 0 y 11136.74 12663 621 621 4290.6254290.6251.377 H.1-1 1761 14 M48 RT2x2x0.... .409 0 .177 3 y 11136.74 12663 621 621 4290.6254290.6252.265 H.1-1 1762 14 M49 R12X2X0.. 288 `2.206 .362 0 z 9302.488 12663 621 621 4290.6254290.6252.891 H.1-1 1763 14 M50 RT2X2X0.... _053 16.795 .013 0 z 10759.... 12663 621 621 4290.6254290.6251.959 H.1-1 1764 14 M51 RT1.25X1.- .139 3.875 .135 0 z 6947.2997600.5 216 216 "1771.8751771.8751.772 H.1-1< 1765 14 M52 RT1.25X1... .288 3.875 .146 0 z 6947.299 7600.5 216 216 1771.8751771.8751.856 H.1-1 1766 14 M52A RT2X2X0... ..314 33.188; .140 0 z 9468.101 12663 621 621 4290.62 4290.625;2.2 H.1-1 1767 14 M53 RT1.25X1... .054 3 .068 0 z 7016.026 7600.5 216 216 1771.8751771.8751.161 H.1-1 1768 14 M53A R72X2X0... .518 0 .233 0 . z 11156.... 12663 621 621 4290.6254290.6251.821 H.1-1': 1769 14 M54 RT2X5X0.... .594 0 .205 0 z 5715.222 22815 1207.347 2340 •465.6254290.6252.326 H.1-1 1770 14 M54A . RT2X2X0...- .122 0 .047 0 y 9468.101 12663 621 621 4 90.62 4290.6252.502 H.1-1;' 1771 14 M55 RT2X2Xo.... .126 0 .062 0 y 11156.... 12663 621 621 4290.62 4290.6252.209 H.1-1 1772 14 M56 RT2X2X0.... .274 2.074 .629 : 0 z 17356.... 23625 1024.8751024.875 6062.5 5062.5 2.758 H.1-1! 1773 14 M57 RT2X2X0.... .395 0 .644 10.281 z 11156.... 12663 621 621 4290.6254290.6252.227 H.1-1 1774 14 M58 RT2X2X0... .663 0 .162 0 y 8675 621 12663 621 621 4290.62 4290.6252.027 H.1-1 1775 14 M59 RT2X2X0.... .869 0 .172 0 y 8675.621 12663 621 621 4290.6254290.6252.301 H.1-1 177614 M60 RT2X2X0... .446 127.0. .155 0 y 18957.... 23625 1024.8761024.875 5062.5 5062.5 1.823 H.1-1' 1777 14 M61 RT2X6X0.... .350 103.2... .170 0 y 23452.... 38745 2193.941 4462.5 16555.... 73.4821.609 H.1-1 RISA-3D Version 15.0.1 [\...\...\...1...\...\...\...1...\...1..\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 113 Company : SML Engineers f I Designer : R.Begic,EIT IRISA Model Namer Tes a St7 orefront-Washington Square Mali Exterior Checked By.J.Light,PE Member AA ADM1-10:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Locf int Shear... Loc[inj Dir phi*Pnc..phi*Pnt[..phi*Mn...phi*Mn...phi*Vny...•hi*Vnz... Cb Eqn 177814 M62 RT1,25X1... .142 127.0..;. .074` 0 y 5450.03 7600.5 216 216 1771.87 1771-8752.512 H_1-1+ 1779 14 M63 RT1.25X1... .157 127.0... .074 0 y 5450.03 7600.5 216 216 1771.8751771.8752.127 H.1-1 1780 14 M64 RT2X2X0... .408 0 .161 0 y 8675.621 12663 621 621 3290.62 .4290.6252.463 HA-1 1781 14 M65 RT2X2X0.... .442 0 .149 0 y 72 87.54 9 12663 621 621 3290.62 4290.6252.444 H.1-1 1782 14 M66 . RT1.5X1.5.. .366 0 .093 0 y 7056 9288 327 327 2278.12+.x78.1252.345 H1-1 1783 14 M67 RT2X2X0.... .568 62.369 .033 0 y 71 69.85 7 12663 621 621 32 90.62 542 90.62 5 2.116 H.1-1 1784 14 M68 RT2X2X0... .341 0 .055 0 y 6122.775 12663 621 621 3290.62 :4290.6252.218 H1-1' 1785 14 M69 RT2X2X0.... .696 55 .547 48.125 z 7750.24 12663 621 621 3290.62 290.6252.413 H.1-1 1786 14 M70 RT22X2X0... .431 55 .625 0 z 13948.... 23625 1024.8751024.875 5062.5 5062.5 2.374 H.1-1 1787 14 M71 RT2X2X0.... .511 12 .437 0 y 11136.74 12663 621 621 3290.62 4290.6252.267 H.1-1 1788 14 M72 RT2X2X0... .294 12 ! .159 6 y 11136.74 12663 . 621 621 3290.62 4290.625 2.4 02 H.1-1 1789 14 M73 RT2X2X0.... .113 12 .032 0 z 11136.74 12663 621 621 32 90.62 542 90.6251.165 H.1-1 1790 14 M74 RT2X2X0... .320 2.206 .360 0 < z 9302.488 12663 621 621 32 90.62 4 90.6252.071 H1-1 1791 14 M76 RT1.25X1.... .210 3.875 .088 0 z 6947.299 7600.5 216 216 1771.87 1771.8751.946 H.1-1 1792 14 M77 RT1 25X1..:: .264 3.875 .152 0 z 0947.2997600.5 216 216 1771.87 1771.8751.739 H:1-1 1793 14 M78 RT1.25X1.... .064 3 .071 0 y`!016.026 7600.5 216 216 1771.8751771.8752.223 H.1-1 1794 14, M79 RT2X2X0... .141 30.938 _064 34.375 z 7750.24 12663 621 621 ;3290.62 4290.6251.8 33 H.1-1 1795 14 M80 RT2X2X0.... .328 55 .130 34.375 z 7750 24 12663 621 621 3290.625 290.6253.044 H.1-1 1796 14 M81 RT2X2X0.... .153 0 .067 6 y 11136.74 12663 621 621 3290.62.4 90.6252.247 H.1-1 1797 14 M82 RT2X2X0.... .206 0 .070 3 y 11136.74 12663 621 621 32 90.62 542 90.62 5 1.6 91 H.1-1 1798 14 M83 RT2X2X0... .118 0 .043 0 y 11136.74 12663 621 621 3290.62542 90.62 5 2-234 H1-1 1799 14 M84 RT2X2X0.._. .032 35.29 .046 0 z 9302.488 12663 621 621 3290.6254290.625 1.4 H.1-1 1800 14 M85 RT2X2X0... .176 0 .071 0 z 10121.... 12663 621 621 3290.6254290.6251.745 H:1-1 1801 14 M86 RT1.25X1.... .111 3.875 .052 0 z 6947.299 7600.5 216 216 1771.87 1771.8751.979 H.1-1 1802 14 M87 RT1.25X1... " .129 3.875 .078 0 z 6947.2997600.5 216 216 1771.87 1771.875 1.5 H.1-1; 1803 14 M88 RT1.25X1... .056 3 .037 0 y 7016.0267600.5 216 216 1771.8751771.8752.149 H.1-1 1804 14 M89 RT2X2X0... .210 30.938 .086 0 z 7750.24 12663 621 621 3290.6253290.6252.449 1-1.1-1 1805 14 M90 R12X2x0.... .405 34.375 .139 34.375 z 7750.24 12663 621 621 32 90.62 532 90.62 5 1.709 H.1-1 1806 14 M91 RT2X2X0... .043 12 028 `' 6 y 11 13 6.74 12663 621 621 3290.6253290.6252.407 H.1-1. 1807 14 M92 RT2X4X0.... .427 0 .156 6 y 32701.... 37125 1890 2986.875 13162.5 5062.5 1.642 H.1-1 1808 14 M93 RT2X2X0..: .172 0 .076 0 y 1136.74 12663 621 621 32 90.62532 90.62522 01 H.1-1 1809 14 M94 RT2X2X0.... .069 0 .045 35.29 y • 02.488 12663 621 621 3290.6253290.6252.056 H.1-1 1810 14 M95 RT2X2X0.,. .208 0 .074 0 z 10121.... 12663 621 621 3290.6253290.6252.36 H.1-1 1811 14 M96 RT1.25X1.... .123 3.875 .128 0 z •947.2997600.5 216 216 1771.8751771.8752.193 H.1-1 1812 14 M97 RT1.25X1.... ,029 " 3.875 .015 ' 0 z w 47.299 7600.5 216 216 1771.87517 718752172 H.1-1 1813 14 M98 RT1.25X1.... .049 0 .054 0 y 016.026 7600.5 216 216 1771.87 517 71.87 5 1.7 14 H.1-1 1814 14 M99 RT2X2X0. .> .166 30.938 ,100 34.375 z 7750.24 12663 621 621 3290.62 3290.6251.665 H:1-1 1815 14 M100 RT2X2X0.... .540 34.375 .121 34.375 z 7750.24 12663 621 621 32 90.62532 90.625 2.511 H.1-1 1816 14 M101 RT2X2X0..... .326 0 . .131 6 y 11136.74 12663 621 621 3290.6253290.6252.349 H.1-1 1817 14 M102 RT2X4x0.... .632 0 .232 3 y 32701.... 37125 1890 2986.875 13162.5 5062.5 2.144 H.1-1 1818 14 M103 RT2X2X0.... .399 0 ,183 0 y 11136.74 12663 621 621 3290.6253290.6252.078 H.1-1' 1819 14 M104 RT2X2X0.... .025 35.29 .052 0 z 02.488 12663 621 621 3290.62 532 90.62 5 1.328 H.1-1 1820 14 M105 RT2X2X0... 204 0 .090 "• 0 z 10121.... 12663 621 621 3290.6253290.6251.207 H.1-1' 1821 14 M106 RT1.25X1.... .089 3.875 .110 0 z !47.2997600.5 216 216 17 71.87 517 71.87 6 1.9 96 H.1-1 1822 14 M107 RT1 25X1..♦ .032 0 .036 0 z *947.2997600.5 216 216 1771.8751771.8751.436 H.1-1 1823 14 M108 RT1.25X1.... .117 0 .103 0 y 016.0267600.5 216 216 1771.87 517 71.875 2.1 78 H.1-1 1824 14 M112 RT2X2X0.., .583 0 .313 3 y 20666.... 23625 1024.8751024.875 5062.5 5062.5'2.278 H;1-1 1825 14 M113 RT2X2X0.... .057 12 .034 0 z 11136.74 12663 621 621 3290.6253290.6251.117 H.1-1 1826 14 M114 RT2X2X0... ' .215 0 .056 0 z 02-488 12663 621 621 3290.6253290.6252.151 H1-1 1827 14 M115 RT2X2X0.... .391 8.426 .092 42.129 z 8542.72 12663 621 621 32 90.62 5 3290.62 5 2.79 H.1-1 1828 14 M116 RT1.25X1..s. .229 3.875 .184 0 y *•47.2997600.5 216 216 1771.8751771.8752.142 H.1-1 1829 14 M116A RT2X2X0.... .245 44.938 .081 0 z 8542.72 12663 621 621 3290.6253290.6253.226 H.1-1 RISA-3D Version 15.0.1 [\...\...\...1..\...\...\...\...\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 114 Company : SML Engineers 7 ISADesigner : R.Beg1039-1c,EIT Job Number : 1039-17 Checked By.J.Light,PE Model Name Tesla Storefront-Washington Square Mall Exterior Member AA ADMI-10:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[inl_Shear... Loc[in]Dir ph i*Pnc..phi*Pnt[..phi*Mn...phi*Mn...phi*Vny... hi*Vnz... Cb Eqn 1830 14 M117 RT1.25X1.. 211 0 .112 0 y 6947;2997600.5 216 216 1771.87 771.8752.242 H.1-1 1831 14 M117A RT2X2X0.... .405 3.625 .287 0 z 11 796.3 2 12663 621 621 3290.625 290.6251.447 H.1-1 1832 14 M118 RT1.25X1... .119 3 .072 0 ? z 7016:0267600.5 216 216 1771.87 1771.8751.257 H.1-1 1833 14 M118A RT2X2X0.... .184 3.625 .269 0 z 11 79 6.32 12663 621 621 32 90.62 5 290.6251.132 H.1-1 1834 14 M119 RT2X2X0... .649 ` 10.063 .383 0 z 11289.33 12663 621 621 3290.62 290.6252.194 H.1-1 1835 14 M120 RT2X2X0.... .379 0 .225 0 y 11289.33 12663 621 621 32 90.62 54290.62 5 2.252 H.1-1 1836 14 M121 R12X2X0... .738 0 .198 0 y 11136.74 12663 621 621 3290.62 C 90.6252.225 H.1-1 1837 14 M122 RT2x2x0.... .235 12 .067 0 z 11136.74 12663 621 621 3290.6254290.6252,27 H.1-1 1838 14 M123 R72X2X0... .135 0 .034 0 y 11136.74 12663 621 621 3290.625' 90-625 1.809 H.1-1,. 1839 14 M124 RT2X2X0.... .164 0 .061 0 z 10759.... 12663 621 621 32 90.62542 90.62 5 2.185 H.1-1 1840 14 M125 RT2X2X0... .596 '197.1..• .147 '197.1..♦ y 8961.111 12663 621 621 3290.62 '290.6254.169 H.1-1 1841 14 M126 RT2X2X0.... .700 197.1... .157 197.1... y 1786.661 23625 1024.8751024.875 5062.5 5062.5 4.275 H.1-1 1842. 14 M127 RT2X6X0... .293 163.16 .155 163.16z 27365.... 38745,2193.941 4462.5 16555.... '_73.4821.439 H.1-1 1843 14 M128 RT2X2X0.... .502 100.4... .140 200.8... y 13030.... 23625 1024.8751024.8755062.5 5062.5 1.738 H.1-1 1844 14 M129 RT1:25X1.. 096 '' 0 .066 '200.8.. "y 4438.76 7600.5 216 211.483 1771.87 1771.8752.07 H.1-1 1845 14 M130 RT1.25X1... .123 0 .066 200.8... y 4438.76 7600.5 216 210.164 1771.87 51771.875 1.904 H.1-1 1846 14 M131 RT1.5X1.5.: .175 35.813 .063 35.813 y 6042.439 9288 327 327 78.12 r 78.1252.278 H.1-1 1847 14 M132 RT1.5X1.5.. .459 60.875 .108 60.875 y 4069.441 9288 327 327 78.125, 78.125 2.5 H.1-1 1848 14 M133 RT2X2X0.... ,436 60.875 .104 60.875 y 7287.54912663 621 621 90.625. 90.6252.375 H.1-1` 1849 14 M134 RT1.5X1.5... .458 43.25 .137 43.25 y 5456.936 9288 327 327 2278.125 78.1252.52 H.1-1 1850 14 M135 RT2X5X0.. .176 0 .070 35.813 y 17160.... 22815 1207.347 2340 9365.62 542 90.62 5 2,74 H1-1, 1851 14 M136 RT2X5X0.... .371 60.875 .121 60.875 y 62 24.866 22815 1207.347 2340 9365.62 542 90.625 1.461 H.1-1 1852 14 M137 RT2x5X0... 738 43.25 .198 ` 43.25 z 16204.... 22815 1207.347 2340 9365.6254290.6252.645 H:1-1 1853 14 M138 RT2X3X0.... .039 45.762 _038 48.813 z 10682.... 16065 868.5 1102.5 5315.6254290.6252.882 H.1-1 1854 14 M139 RT2X3X0.... ,006 11.75 .011 0 " z 14209.... 16065 868.5 1102.5 5315.625' 90.6251.189 1-.1-1 1855 14 M140 RT2X3X0.... .024 23.164 .019 0 z 11800..•. 16065 868.5 1102.5 5315.6254290.6251.404 H.1-1 1856 14 M141 RT2X3X0... .011 : 0 .014 11.75' z 14209•.•• 16065 868.5 1102.5 5315.625 290.6251.681 H.1-1 1857 14 M142 RT2X3X0.... .048 37.063 .014 37.063 z 11800.... 16065 868.5 1102.5 5315.62542 90.62 5 2.065 H.1-1 1858.14 M143. RT2X3X0... .037 11.75' .016 11.75 z 14209.... 16065 868.5 1102.5 5315.62 4290.6251.011 H1-1 1859 14 M144 RT2X3X0.... .106 37.063 _019 0 y 11800.... 16065 868.5 1102.5'5315.6254290.6252.15 H.1-1 1860 14 M145 RT2X3X0... .464 39.66 .400 ;`42.711 y 10682.... 16065 868.5 1102.5 5315.6254290.6251.878 H.1-1. 1861 14 M146 RT2X4X0.... .406 143.68 .023 125.72 z 3664.389 19440 1092.57 1676.25 7340.6254290.6251.825 H.1-1 1862 14 M147 RT33X4X0... .164 143.68 .086 ' 12 5.72 z 8908.951 22815 1835.635 2205 7340.62 15.6251.282 H.1-1 1863 14 M148 RT3X3X0.... .232 143.68 .054 125.72 y 7183.135 19440 1485 1485 5315.625 315.6252.262 H.1-1 1864 14 M149 RT2X4X0.... .036 0 .022 15.849 y 12880.... 19440 1092.57 1676.25 7340.62 '290.6251.928 H.1-1 1865 14 M150 RT2X4X0.... .023 54.794 .011 0 z 12424.... 19440 1092.57 1676.25 7340.62 4290.6252.617 H.1-1 1866 14 M179 RT2X2X0... .219 0 .010 0 z 6912.922 12663 621 621 3290.625 290.6251.604 1-1.1-1 1867 14 M180 RT2X2x0.... .245 0 .005 82.041 y 5620.584 12663 621 621 3290.62542 90.625 1.042 H.1-1 1868 14 M181 RT2X2X0... .168 82.041 .007 82.041 y 5620.584 12663 621 621 3290.625'290,6251.692 H.1-1. 1869 14 M182 RT2X2X0.... .267 0 .034 67.787 y 6743.152 12663 621 621 3290.62 542 90.62 5 1.927 H.1-1 1870 14 M182A RT2X2X0... .257 16.795 .058 0 z 10759.... 12663 621 621 3290.6254 90.6252.373 H.1-1 1871 14 M184 RT2X2X0.... .314 3 .397 0 y 11136.74 12663 621 621 3290.62 4290.6252.098 H.1-1 1872 14 M185 RT2X2X0.... .257 0 .014 0 z 10848.... 12663 621 621 3290.62 4290.6251.338 H.1-1 1873 15 M1 RT2X3X0.... .048 0 .043 3.051 z 10682.... 16065 868.5 1102.5 5315.62542 90.62 5 2.941 H.1-1 1874 15 M2 RT2X3X0... .010 0 .007 0 z 14209.... 16065 868.5 1102.5 5315.625' 90.6251.041 H.1-1, 1875 15 M3 RT2X3X0.... .020 0 .025 23.164 z 11800.... 16065 868.5 1102.5 5315.6254290.6251.688 H.1-1 1876 15 M4 RT2X3X0... .020 = 0 .006 0 z 14209.... 16065 868.5 1102.5 5315.62 4 90.6251.006 H:1-1 1877 15 M5 RT2x3x0.... .054 0 .013 0 z 11800.... 16065 868.5 1102.5 5315.62542 90.62 5 1.737 H.1-1 1878 15 M6 RT2X3X0... .056 11.75 .043 0 z 14209.... 16065 868.5 1102.5 5315.62 4 90.6251.233 H.1-1, 1879 15 M7 RT2X3X0.... .103 0 .018 0 z 11800.... 16065 868.5 1102.5 6315.62 542 90.6251.438 11.1-1 1880 15 M8 RT2X3X0.. .649 42.711 .913 42.711 y 10682.... 16065 868.5 1102.5-5315.62 ;290.6252.086 11.3-1 1881 15 M9 RT2X4X0.... .066 35.92 .031 125.72 z 3664.389 19440 1092.57 1658.972`7340.6254290.6251.297 H.1-1 RISA-3D Version 15.0.1 [\...\...1...1...\...\...\...\...\...\...\1039-17 Tesia Space Truss- ExteriorJL.r3d] Page 115 Company : SML Engineers 7' 2 Designer : R.Begic,EIT RISAJob Number : 1039-17 Checked By. J.Light,PE Model Name Tesla Storefront-Washington Square Mall Exterior Member AA ADM9-90:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[in] Shear... Loc[in]Dir phi*Pnc..phi*Pnt[..phi*Mn...phi*Mn...phi*Vny..phi*Vnz... Cb Eqn 1882 15 M10 RT3X4X0.... 331 143.68 .032 125.72 z 8908.951 22815 1835.635 2205 7340.6255315.6252.088 H.1,-1 1883 15 M11 RT3X3x0.... .096 143.68 .068 125.72 z 7183.135 19440 1485 1485 5315.6255315.6251.407 H.1-1 1884 15 M12 RT2X4X0.... .Q13 15.849 .013 0 z 12880.... 19440 1092.57 1676.25 7340.6253290.6253.031 H.1-1: 1885 15 M13 RT2X4X0.... .018 17.123 .004 0 z 12424.... 19440 1092.57 1676.25 7340.6253290.6251.471 H.1-1 1886 15 M14 RT2X2x0....!! .152 44.938 .035 i 33.703 ';z 8542.72 12663 621 621 3290.6253290.6253.105 H.1-1 1887 15 M15 RT2X2X0.... ,139 12 .028 0 y 11136.74 12663 621 621 3290.6253290.6252.162 H.1-1 1888 15 M16 RT2X2X0.... .372 8.426 .237 0 z 8542.72 12663 621 621 3290.6253290.6251.524 H.1-1 1889 15 M17 RT2X2X0.... .115 0 .039 0 y 11136.74 12663 621 621 3290.6253290.6251.96 H.1-1 1890 15 M18 RT2X2X0.... .724 0 .584 3 y 20666.... 23625 1024.8751024.8755062.5 5062.52.348 H.1-1' 1891 15 M19 RT2X2X0.... .255 0 .034 0 z 9302.488 12663 621 621 32 90.62 53290.625 2.1 21 H.1-1 1892 15 M20 R12X2x0..,':.Q23 16.795 006 0 z 10759.,.. 12663 621 621 3290.62532 90.625 2.128 H.1-1` 1893 15 M21 RT1.25x1... .436 3.875 .385 0 y 6947.299 7600.5 216 216 1771.8751771.8752.197 H.1-1 1894 15 M22 RT1.25X1... > .348 0 .254 0 y 8947.299 7600.5 216 216 1771.8751771.875 2.246 H.1-1 1895 15 M23 RT1.25X1... .322 0 .259 0 y 7016.0267600.5 216 216 1771.8751771.8751.871 H.1-1 1896,15 M24 " RT2X2X0.--. j .166 0 .044 ;;33.703 z 8542.72 12663 621 621 3290.6253290.6252.175 H.1-1 1897 15 M25 RT2X2X0.... .120 0 .041 0 y 11136.74 12663 621 621 3290.6253290.6252.228 H.1-1 1898 15 M27 RT2X2X0.... .249 0 .096 0 y 11136.74 12663 621 621 3290.6253290.6252.144 H.1-1 1899 15 M28 RT2X6X0.... .898 0 .375 6 y 34302.- 38745 21 93.941 4462.5 16 555....4373.4821.739 H.1-1 1900 15 M29 RT2x2x0....'' .132 35.29 .048 " 0 z 9302.488 12663 621 621 3290..62 290-625 2.086 H.1-1 1901 15 M30 RT2X2X0.... .042 0 .005 16.795 y 10759.... 12663 621 621 3290.6254290.6252.102 H.1-1 1902 15 M31 RT1.25X1.. .040 '3.875 .184 0 z 6947.2997600.5 216 216 1771.87 1771.8751.965 H:1-1; 1903 15 M32 RT1.25X1... .426 3.875 .306 0 z 6947.299 7600.5 216 216 1771.8751771.8751.757 H.1-1 1904 15 M33 RT125X1....? .165 " 0 .217 0 y 7016.026 7600.5 216 216 1771.87 1771.8752.205 H.1-1; 1905 15 M34 RT2x2X0.... .224 44.938 .058 33.703 z 8542.72 12663 621 621 3290.625 290.625 2.94 H.1-1 1906 15 M35 RT2X2X0.-.:> .222 12 .066" 0 y 11136.74 12663 621 621 3290.62 290.625 223 H.1-1 1907 15 M37 RT2X2X0.... .185 0 .070 0 y 11136.74 12663 621 621 3290.6254290.6252.153 H.1-1 1908 15 M38 RT2X2X0.... .872 0 .382 + 3 y 20666.... 23625 1024.8751024.875 5062.5 5062.5 2.236 H.1-1 1909 15 M39 RT2x2x0.... .066 0 .054 0 y 9302.488 12663 621 621 3290.6254290.625 1.436 H.1-1 1910 15 M40 RT2x2x0.... .032 0 .008 0 " ;'z 10759.... 12663 621 621 3290.6254290.6252.117 H.1-1 1911 15 M41 RT1.25X1... .023 0 .177 0 z 6947.299 7600.5 216 216 1771.87 51771.875 1.238 H.1-1 1912 15 M42 RT1 25X1.. .258 3.875 .204 0 z 6947.2997600.5 216 216 1771.87 771.8752.128 H.1-1 1913 15 M43 RT1.25X1... .176 0 .146 0 v 7016.o267600.5 216 216 1771.8751771.8752.016 1-L1-1 1914 .15 M44 RT2X2X0....> .141 0 .195 0 y 8542.72 12663 621 621 3290.62 '290.625 3.98 H.1-1, 1915 15 M45 RT2X2X0.... .090 3 .065 0 y 11136.74 12663 621 621 3290.62 4290.6252.134 H.1-1 1916 15 M47 RT2X2X0.... .135 0 .033 0 y 11136.74 12663 621 621 3290.6254290.6252.158 H.1-1, 1917 15 M48 RT2x2x0.... .552 0 .256 3 y 11136.74 12663 621 621 3290.6254290.6251.963 H.1-1 1918 15 M49 . RT2X2x0....'; .467 2.206 ; .509 0 z 9302.488 12663 "621 621. 3290.62 4290.625 3.52 H.1-1 1919 15 M50 RT2X2X0.... .018 16.795 .006 16.795 y 10759.... 12663 621 621 3290.6254290.625 2.24 H.1-1 1920 15 M51 RT1.25X1.... .136 3.875 .221 0 z 6947.2997600.5 216 216 1771.87 771.8751.941 H,1-1, 1921 15 M52 RT1.25X1... .170 3.875 .115 0 z 6947.299 7600.5 216 216 1771.8751771.8751.461 H.1-1 1922 15 M52A RT2x2x0.... .249 0 .039 ? 0 z 9468.101 12663 621 621 3290.62 4290.6252-145 H.1-1 1923 15 M53 RT1.25X1... .067 0 .096 0 z 7016.026 7600.5 216 216 1771.87 1771.8751.298 H.1-1 1924 15 M53A RT2X2X0... .127 0 .078 0 z 11156.... 12663 621 " 621 3290.62 .4290.6251.594 H.i-1 1925 15 M54 RT2X5X0.... .247 47.648 .100 47.648 y 5715.222 22815 1207.347 2340 9365.6254290.6252.137 H.1-1 1926 15 M54A RT2X2X0.... .072 0 .049 0 z 9468.101 12663 621 621 3290.62 4290.6251.343 H.1-1 1927 15 M55 RT2X2X0.... .087 0 .061 0 z 11156.... 12663 621 621 3290.6254290.625 1.175 H.1-1 1928 15 M56 RT2X2X0... .440 2.074 .897 0 z 17356.... 23625 1024-8751024.875 5062.5 5062.5 2.934 H.1-1 1929 15 M57 RT2X2X0.... .066 0 .185 10.281 z 11156.... 12663 621 621 3290.6254290.6252.169 H.1-1 1930 15 M58 RT2X2X0... .185 127.0... .061 111.18 z 10275.... 12663 621 621 3290.62 4290.6252.074 H.1-1. 1931 15 M59 RT2x2Xo.... .133 47.648 .059 0 y 7287.549 12663 621 621 3290.6254290.6252.244 H.1-1 1932 15 M60 RT2X2X0... ,471 " 0 .099 0 y 15784.... 23625 102.4.8751024.8755062.5 5062.5 1.873 H.1-1 1933 15 M61 RT2X6X0.... .789 0 .144 0 z 27365... 38745 2193.941 4462.5 16555.... . 73.4821.715 H.1-1 RISA-3D Version 15.0.1 [\...\...1...\...\...\...\...\...\...\...\1039-17 Tesla Space Truss- ExteriorJL.r3d] Page 116 Company : SML Engineers 7.3 I ISA Designer : R.Begic,EIT Job Number : 1039-17 Checked By. J.Light,PE Model Name : Tesla Storefront-Washington Square Mall Exterior Member AA ADM9-9D:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[inj Shear... Loc[in]Dir phi*Pnc..phi*Pnt[..phi*Mn...phi*Mn...phi*Vny...phi*Vnz... Cb Eqn 1934 15 M62 RT1.25X1.. ; .252 0 .054 ' 0 I y 3854.58 7600.5 216 216 1771.8751771.8752.087 H.1-1 1935 15 M63 RT1.25X1... .336 0 .052 0 y 3854.58 7600.5 216 216 1771.8751771.875 Z234 1-1.1-1 1936 15 M64 RT2X2X0.... .664 0 .122 0 y 8675.621 12663 621 621 3290.62 90.6252.431 H-1-1' 1937 15 M65 RT2X2X0.... .520 0 .111 0 y 7287.549 12663 621 621 3290.6253290.6252.397 H.1-1 1938 15 M66 RT1-5X1.5. .437 0 .107 0 y 7056 9288 327 327`:2278.1252278.1252.295 H.1-1' 1939 15 M67 RT2X2X0.... .180 0 .033 0 y 7169.857 12663 621 621 3290.6253290.6252.277 H.1-1 1940 15 M68 RT2X2X0.... .196 75.665; .038 0 y 6122.775 12663 621 621 3290.6253290.6252.116 H.1-1' 1941 15 M69 RT2X2X0.... .100 55 .264 0 y 7750.24 12663 621 621 3290.6253290.6252.065 H.1-1 1942 15 M70 RT2X2X0.... .282 0 .837 0 z 13948:... 23625 1024.8751024.875 5062.5 5062.53.415 H.3-1 1943 15 M71 RT2X2X0.... .132 12 .105 0 y 11136.74 12663 621 621 3290.6253290.6252.267 H.1-1 1944 15 M72 RT2X2X0... .206 12 .147 6 y 11136.74 12663 621 621 3290.62 4290.6251.834 H.1-1 1945 15 M73 RT2X2X0.... .041 12 .026 0 y 11136.74 12663 621 621 3290.62 4290.6252.165 H.1-1 1946 15 M74 RT2X2X0.... .426 2.206 ' .469 0 z 9302.488 12663 621 621 3290.62 4290.6252.762 H.1-1 1947 15 M76 RT1.25X1... .067 3.875 .052 0 z 6947.2997600.5 216 216 1771.87 1771.675Z2271-1.1-1 1948 15 M77 RT1.25X1... .177 3.875 .158 0 z 6947.299 7600.5 216 216 1771.87 771.8751.916 H.3-11 1949 15 M78 RT1.25X1... .092 0 .108 0 y 7016.0267600.5 216 216 1771.87 1771.8752.211 H.1-1 1950 15 M79 RT2X2X0.... .085 r ..0 .015 34.375 z 7750.24 12663 621 621 , 3290.62 4290.6252384 H.1-1; 1951 15 M80 RT2X2X0.... .140 34.375 .034 34.375 z 7750.24 12663 621 621 3290.62 4290.6251.731 H.1-1 1952 15 M81 RT2X2X0.....038 0 .012 6 ;y 11136.74 12663 621 621 3290.8254290-6252.1731-11-1 1953 15 M82 RT2X2X0.... .174 0 .039 0 z 11136.74 12663 621 621 3290.6254290.6251.527 H.1-1 1954 15 M83 RT2X2X0....; .074 0 ` .031 0 y 11136.74 12663 621 621 3290.62 290.6252.245 1-.1-1' 1955 15 M84 RT2X2X0.... .053 35.29 .002 0 z 9332.468 12663 621 621 3290.6253290.6251.133 H.1-1 1956 15 M85 RT2X2X0.... .048 0 .013 0 z 10121.... 12663 621 621 3290.6253290.6252.924 H.1-1i 1957 15 M86 RT1.25X1.... .091 3.875 .055 0 z 6947.299 7600.5 216 216 1771.8751771.8751.855 H.1-1 195815 M87 RT1.25X1... .187 3.875 .080 0 z 6947.299 7600.5 216 216 1771.8751771.8751.852 HA-1' 1959 15 M88 RT1.25X1.... .061 3 .052 0 y 7016.0267600.5 216 216 1771.8751771.8752.186 H.1-1 1960 15 M89 RT2X2X0....i 242 0 .025 0 z 7750.24 12663 621 621 3290.6253290.6252.418 H.1-1 1961 15 M90 RT2X2X0.... .170 0 .034 0 z 7750.24 12663 621 621 3290.625 290.6253.0051-L1-1 1962 15 M91 RT2X2X0.... .047 12 - .027 6 y 11136,74 12663 621 621 3290.625'290.6252.622 H.1-1 1963 15 M92 RT2X4X0.... .716 0 .256 6 y 32701.... 37125 1890 2986.875 13162.5 5062.5 1.675 H.1-1 1964 15 M93 RT2X2X0.... .192 0 .057 0 y 11136.74 12663 621 621 3290.62 4290.6252.147 H.1-1 1965 15 M94 RT2X2X0.... .101 35.29 .035 0 z 9302.488 12663 621 621 3290.6254290.6252.093 H.1-1 1966 15 M95 RT2X2X0.... .054 0 .009 0 z 10121.... 12663 621 621 3290.62 4290.6252.312 H.1-1 1967 15 M96 RT1.25X1.... .181 3.875 .192 0 z 6947.299 7600.5 216 216 1771.8751771.8751.711 H.1-1 1968 15 M97 RT1.25X1.... .079 3.875 .046 0 z 6947.299 7600.5 216 216 ' 1771.87 1771.8751.922 H.1-1 1969 15 M98 RT1.25X1.... .108 0 .114 0 y 7016.0267600.5 216 216 1771.87 1771.8752.153 H.1-1 1970 15 M99 RT2X2X0....' .166 0 .040 34.375 'z 7750.24 12663 621 621 3290-6254 90.6252.395 H.1-1 1971 15 M100 RT2X2X0.... .259 0 .074 34.375 z 7750.24 12663 621 621 3290.6254290.6252.684 H.1-1 1972 15 M101 RT2X2X0....' .070 ' 0 .036 0 y 11136.74 12663 621 621 3290.62 4290.6252.489 H.1-1 1973 15 M102 RT2X4X0.... .979 0 .360 0 y 32701.... 37125 1890 2986.875 13162.5 5062.5 2.022 H.1-1 1974 15 M103 RT2X2X0.... .226 0 .094 0 y 11136.74 12663 621 621 3290.625'290.6252.043 H.1-1 1975 15 M104 RT2X2X0.... .129 35.29 .065 0 z 9302.4881 12663 621 621 3290.6253290.6252.199 H.1-1 1976 15 M105 RT2X2X0.... .043 0 .024 0 z 10121•-••. 12663 621 , 621 3290.6253290.6251.827 H.1-1' 1977 15 M106 RT1.25X1.... .059 3.875 .173 0 z 6947.299 7600.5 216 216 1771.8751771.8751.633 H.1-1 1978 15 M107 RT125X1...;' .306 3.875 ! .176 0 z 6947.299 7600.5 216 216 1771.8751771.8751.955 H.1-1 1979 15 M108 RT1.25X1.... .222 0 .220 0 y 7016.0267600.5 216 216 1771.8751771.8752.191 H.1-1 1980 15 M112 RT2X2X0....` .731 0 .449 3 y 20666:... 2362510248751024.8755062.55062.52.25411.1-i; 1981 15 M113 RT2X2X0.... .120 0 .044 0 y 11136.74 12663 621 621 3290.6253290.6252.161 H.1-1 1982 15 M114 RT2X2X0.... .183 0 .040 0 z 9302.488 12663 621 621 3290.6253290.62 2.092 H.1-1 1983 15 M115 RT2X2X0.... .262 0 .186 0 z 8542.72 12663 621 621 3290.6253290.6251.791 H.1-1 1984 15 M116 RT125X1.... .353 3.875 .350 0 y 6947-2997600.5 216 216 1771.875 771.875 2.2 H.1-1.' 1985 15 M116A RT2X2X0.... .103 30.895 .026 33.703 z 8542.72 12663 621 621 3290.6253290.6252.305 H.1-1 RISA-3D Version 15.0.1 [\...\...\...1..\...1...\...\...L..\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 117 Company : SML Engineers V`f Designer : R.Begic,EIT ISAJ.Light,PE Job 0 - y. ModelNumber :Name : T1esl39a Storefront17 -Washington Square Mall Exterior Checked B Member AA ADM1-10:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[in] Shear... Loc[in]Dirphi"Pnc...•hi'Pnt[..phi*Mn...phi'Mn...phi*Vny...•hi"Vnz... Cb Eqn 1986 15 M117 RT125X1,.. < .349 0 .266 0 y 6947.29 7600.5 " 216 216 1771.87 1771.8752.247 H.1-1 1987 15 M117A RT2X2X0.... .095 0 .051 0 z 11796.32 12663 621 621 32 90.62 542 90.625 1.458 H.1-1 1988 15 M118 RTI 25X1... .287 0 .201 0 y 7016.026 7600.5 216 216 1771.87 1771.8751.706 H.1-1 1989 15 M118A RT2X2x0.... .037 0 .045 3.625 y 11796.32 12663 621 621 3290.62 542 90.625 Z157 H.1-1 1990 15 M119 RT2X2X0.... .139 10.063 .069 0 Z 11 28 9.33 12663 621 621" 3290.6254290.6252.145 H.1-1 1991 15 M120 RT2X2X0.... .165 10.063 .044 0 z 11289.33 12663 621 621 32 90.62 54290.62 5 2.116 H.1-1 1992 15 M121 RT2X2X0.... .201 12 .050 0 y 11136.7 12663 621 621" 3290.62 4290.6252.254 H.1-1' 1993 15 M122 RT2X2X0.... .010 12 .041 0 y 11136.74 12663 621 621 32 90.62 54290.62 5 2.255 H.1-1 1994 15 M123 RT2X2Xo....'".050 0 038 0 y 11136:7 12663 621 621 3290.6254290.6252.218 H.1-1' 1995 15 M124 RT2X2X0.... .060 16.795 .010 0 z 10759.... 12663 621 621 3290.62 4290.6251.834 H.1-1 1996 15 M125 RT2X2X0.... .121 . 197.1- .064 '197.1... y 8961.111 [2663 621 621 3290.62 4290.6253.315 H.1-1 1997 15 M126 RT2X2X0.... .163 0 .082 197.1... y 17 86.66 1 23625 1024.8751024.875 5062.5 5062.5 4.453 H.1-1 1998 15 M127 RT2X6X0.... .706 200.8... .141 163.16 Z 27365.... 38745 2193.9414267.42616555.... 73.482 1.41 H.1-1 1999 15 M128 RT2X2X0.... .658 100.4... .105 200.8... y 13030.... 23625 1024.8751024.8755062.5 5062.5 1.651 H.1-1 2000 15 M129 RT1 25X1.:.. .265 "'200.8... .055 ';200.8... y 3854.58 7600.5 . 216 209.697 1771.87 771.8751.85 H.1;-1 2001 15 M130 RT1.25X1.... .350 200.8... .053 200.8... y 3854.58 7600.5 216 211.517 1771.87 1771.8752.074 H.1-1 2002 15 M131 RT1 5X1.5.- .177 0 .049 0 y 6042.43. 9288 327 327 0 78.12 ' 78.1252.38 H.1-1`, 2003 15 M132 RT1.5X1.5... .470 60.875 .077 60.875 y 4069.441 9288 327 327 "78.12 '278.1252.511 H.1-1 2004 15 M133 RT2X2X0.... .561 60.875 ` .118 60.875 y 7287.54. 12663 621 621 4290.62,42 90.6252.32 H.1-1 2005 15 M134 RT1.5X1.5.. .670 43.25 .113 43.25 y 5456.936 9288 327 327 ' 78.125'978.1252.478 H.1-1 2006 15 M135 RT2X5X0.... ".073 ' 0 .036 35.813 y 17160.... 22815 1207347 2340 365.62 4290.6251.979 11.1-1 2007 15 M136 RT2X5X0.... .196 60.875 .109 60.875 y 6224.866 22815 12 07.347 2319.36 5* 65.62 54290.62 5 1.226 11.1-1 2008 15 M137 RT2X5X0....' .232 43.25 .101 43.25 z 16204.... 22815 1207.347 2340 4 65.62 4290.6252$8 H.1-1 2009 15 M138 RT2x3X0.... .045 0 .040 3.051 z 10682.... 16065 868.5 1102.5. 15.62 54290.625 2.911 1-.1-1 2010 15 M139 RT2X3x0.:.. .011 0 .008 0 z 14209.... 16065 868.5"1102.5. 15.625 2 90.6251-023 H.1-1 2011 15 M140 RT2X3X0.... .020 0 .025 23.164 z 11800.... 16065 868.5 1102.5 15.62542 90.625 1.918 H.1-1 2012 15 M141 RT2X3X0.... .021 0 .006 ' 0 z 14209.--- 16065 868.5 1102.5. 15.62 4 90.6251.023 H.1-1; 2013 15 M142 RT2X3X0.... .049 0 .013 0 z 11800.•.- 16065 868.5 1102.5. 15.62 4290.6251.909 H.1-1 2014 15 M143 " RT2X3X0.... ,051 11.75 .040 0 z 14209.... 16065 868.5 1102.5. 15.62 4290.6251.025 H.1-1; 2015 15 M144 RT2x3x0.... .103 0 .014 0 z 11800.... 16065 868.5 1102.5. 15.62 542 90.62 5 1.824 H.1-1 2016 15 M145 R12X3X0.... .379 42.711 .676 42.711 y 10682.... 16065 868.5 1102.5. 15.62 4290.6252.055 H.3-1, 2017 15 M146 RT2X4X0.... .089 80.82 .037 125.72 z 3664.389 19440 1092.57 1660.363 340.6254290.6251.313 H.1-1 201815 M147 RT3X4X0.:.. .339 143.68 .015 44.9 „y 8908.951 22815 1835.635 2205 340.625 ,15.6252.07 H.1-1 2019 15 M148 RT3X3X0.... .129 143.68 .073 125.72 z 7183.135 19440 1485 1485 . 15.625. 15.6251.511 H.1-1 2020 15 M149 RT2X4X0.... .019 15.849 .016 0 z 12880.... 19440 1092.57 1676.25 340.6254,,,90.6252.588 H.1-1, 2021 15 M150 RT2X4X0.... .020 17.123 .005 0 z 12424.... 19440 1092.57 1676.25 340.62 542 90.625 1.5 36 H.1-1 2022 15 M179 R12X2X0,...; .035 J 0 .007 0 y 6912.92 12663 621 621 4290.62 4290.6252.821 H.1.1. 2023 15 M180 RT2X2X0.... .190 82.041 .016 82.041 y 5620.584 12663 621 621 42 90.62 5c2 90.625 2.667 H.1-1 2024 15 M181 RT2X2X0-...' .176 0 .025 82.041 y5620.584 12663 621 621 4 90.62 42 90.6251-946 H.1-1 2025 15 M182 RT2X2X0.... .178 67.787 .023 67.787 y 6743.152 12663 621 621 4290.62 542 90.6252.262 H.1-1 2026 15 M182A",RT2X2X0.... .073 ;16.795 .022 - 0 z 10759.... 12663, 621 621 c ,90.6254290.6251.459 H.1-1 2027 15 M184 RT2X2X0.... .081 3 .125 0 y 11136.7 12663 621 621 4290.62 542 90.625 2.1 31 H.1-1 2028 15 M185 RT2X2X0....! .060 ;15.661 .003 0 y 10848.... 12663 621 621 " 4.90.62 4290.62 2.144 H.1-1 2029 16 M1 RT2X3X0.... .031 45.762 .034 48.813 z 10682.... 16065 868.5 1102.5 . 15.62 542 90.625 2.25 H.1-1 2030 16 M2 RT2X3X0.... .006 11.75 ± .005 + 11.75 z 14209.... 16065 868.5 1102.5- 15.6254290.6251.323 H-1-i; 2031 16 M3 RT2X3X0.... .026 23.164 .012 37.063 z 11800.... 16065 868.5 1102.5•315.62 4290.6252.056 H.1-1 2032 16 M4 RT2X3X0.... .018 11.75 .013 11.75 z 14209.... 16065 868.5 1102.5- 15.62 4290.6252.153 H.1-1 2033 16 M5 RT2X3X0.... .039 37.063 .008 37.063 z 11800.... 16065 868.5 1 102.5.315.6254290.625 1.685 H.1-1 2034 16 M6 RT2X3X0.... .054 0 .026 11.75 z 14209.- 16065 868.5 1102.5- 15.6254290.625 22.05 H.1-1; 2035 16 M7 RT2X3X0.... .082 37.063 .011 0 y 11800•--. 16065 868.5 1102.5• 15.62 4290.62 5 1.856 H.1-1 2036 16 M8' RT2X3X0.... .468 39.66 .349 42.711"y 10682.... 16065 868.5 1102.5• ;15.625' 90.6252.357 H.1-1 2037 16 M9 RT2X4X0.... .399 143.68 .026 125.72 z 3664.389 19440 1092.57 1676.25 340.6254290.6252.221 H.1-1 RISA-3D Version 15.0.1 [\...\...\...1...\...\...1...\...1...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 118 Company : SML Engineers 75- I Designer R.Begic,EIT 1 RISA Job Number : 1039-17 Checked By.J.Light,PE Model Name : Tesla Storefront-Washington Square Mall Exterior Member AA ADM9-90:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[inLShear... Loc[ini Dirphi*Pnc...phi*Pnt[..phi*Mn...phi*Mn... • i*Vny.., *Vnz... Cb Eqn 2038 16 M10 RT3X4X0... .104 143.68 .070 125.72 z 8908951 22815 1835.635 2205 340.625 315.6251.306 H-1-1 2039 16 M11 RT3X3X0.... .110 116.74 .015 125.72 z 7183.135 19440 1485 1485 • 15.62511," 15.6251.687 H.1-1 2040 16 M12 RT2X4X0... .035 0 .014 15.849 y 12880.... 19440 1092.57 1676.25 40.62 '290.6251.876 H.1-1' 2041 16 M13 RT2X4X0.... .018 54.794 .006 17.123 y 12424.... 19440 1092.57 1676.25 340.62 '290.6253.076 H.1-1 2042 16 M14 RT2X2X0... .220 44.938 .136 33.703; z 8542:72 12663 621 621 '290.62 '290.6252.558 H.1-1' 2043 16 M15 RT2X2X0.... .491 12 .157 0 y 11136.74 12663 621 621 '290.62 '290.6252.188 H.1-1 2044 16 M16 RT2X2X0...! .442 30.895 .502 30.895 z 8542.72 12663 621 621 '290.62 4290.6252.017 H.1-1. 2045 16 M17 RT2X2X0.... .225 0 .116 • 0 y 11136.74 12663 621 621 '290.62 '290.6251.866 H.1-1 2046 16 M18 RT2X2X0... .389 .0 .261 ` 3 y 20666.... 23625 1024.8751024.875 5062.5 5062.5 2.334 H.1-1 2047 16 M19 RT2X2X0.... .246 0 .041 0 z 9302.488 12663 621 621 '290.6254290.6252.154 H.1-1 2048 16 M20 RT2X2X0... .102 0 .019 0 z 10759.... 12663 621 621 4290.62 '290.6251.949 H.1-1' 2049 16 M21 RT1.25X1.... .110 3.875 .112 0 z 6947.2997600.5 216 216 1771.8751771.8751.535 H.1-1 2050 16 M22 RT1.25X1... .132 0 .037 0 Y 6947.299 7600.5 216 216 771.8751771.8751.71 H.1-1 2051 16 M23 RT1.25X1... .070 3 .043 0 y 7016.026 7600.5 216 216 1771.8751771.8752.129 H.1-1 2052 16 M24 RT2X2X0...- .262 33.703 .183 33.703 z 8542:72 12663 621 621 '290.62 542 90.625 2-466 H.1-1 2053 16 M25 RT2X2X0.... .753 0 .336 0 y 11136.74 12663 621 621 42 90.62 54290.625 2.259 H.1-1 2054 16 M27 RT2X2X0...., .501 0 .220 ` 0 y 11136.74 12663'0 621 621 '_90.625'290.6251.812 H.1-1,. 2055 16 M28 RT2X6X0_._. .414 0 .187 6 y 34302..•• 38745 2193.941 4462.5 16 555.... •373.4821.833 H.1-1 2056 16 M29 RT2X2x0_.. .068 "i 35.29 .041 35.29 y 9302 A88. 12663 621 621 '290.62 '290.6252.33 H.1-1 2057 16 M30 RT2X2Xo.... .104 16.795 .081 0 z 10759.... 12663 621 621 42 90.62 542 90.625 2.2 02 H.1-1 2058 16 M31 RT1.25X1.,. .181 3.875 .145 0 z 6947.2997600.5 216 216 1771.87 1771.8752.176 H.1-1 2059 16 M32 RT1.25X1.... .097 3.875 .061 0 z 6947.299 7600.5 216 216 1771.8751771.8751.184 H.1-1 2060 16 M33 RT1.25X1., .049 0 .066 0 y 7016:0267600.5 216 216 1771.8751771.8752.177 H.1-1 2061 16 M34 RT2X2X0.... .164 33.703 .106 33.703 z 8542.72 12663 621 621 3290.62 290.6252.134 H.1-1 2062 16 M35 RT2X2X0... .497 ; 12 .227 0 y 11136.74 12663 621 621 3290.625'290.6252.255 H.1-1 2063 16 M37 RT2X2X0.... .250 0 .047 0 y 11136.74 12663 621 621 3290.62 4290.6251.851 H.1-1 2064 16 M38 RT2X2X0.... .463 0 .215 3 y 20666.... 23625 1024.8751024.875 5062.5 5062.5 2.343 H.1-1 2065 16 M39 RT2X2X0.... .062 0 .013 0 y 9302 A88 12663 621 621 3290.62542 90.62 5 2.214 H.1-1 2066 16 M40 RT2X2X0... ..062 16.795; .042 0 z 10759.... 12663 621 621 3290.62 '290.6251.296 H;1-1 2067 16 M41 RT1.25X1... .136 3.875 .101 0 z 6947.299 7600.5 216 216 1771.8751771.875 1.82 H.1-1 2068 16 M42 RT1.25X1... .149 3.875 .119 0 z 6947.299 7600.5 216 216 1771.87 51771.8751.741 H.1-1 2069 16 M43 RT1.25X1... .073 0 .040 0 y 7016.026 7600.5 216 216 1771.87 1771.8751.546 H.1-1 2070 16 M44 RT2X2X0.... .242 44.938 .032 33.703 z 8542.72 12663 621 621 3290.62 290.6252.938 H.1-1` 2071 16 M45 RT2X2X0.... .235 3 .162 0 y 11136.74 12663 621 621 3290.62 4290.625 2.058 H.1-1 207216 M47 RT2X2X0.... .102 12 .041 0 y 11136.74 12663 621 621 3290.625'290.6251.518 H.9-1` 2073 16 M48 RT2X2X0.... .302 0 .133 3 y 11136.74 12663 621 621 3290.6254290.6252.35 H.1-1 2074 16 M49 RT2X2X0... 207 2.206 .254 0 z 93 02.48 8 12663 621 621 3290.62 4290.6252.885 H;1-1 2075 16 M50 RT2X2X0.... .048 16.795 .011 0 z 10759.... 12663 621 621 3290.62 290.6251.978 H.1-1 2076 16 M51 RT1.25X1... .139 '3.875 .105 0 z 6947:299 7600.5 216 216 1771.87 1771.875 1.788 H.1-1 2077 16 M52 RT1.25X1... .236 3.875 .118 0 z 6947.299 7600.5 216 216 1771.87 51771.875 1.849 H.1-1 2078 16 M52A RT2X2X0... ,308 33.188 .128 0 z 9468.101 12663 621 621 3290.6254290.6252.237 H.1-1 2079 16 M53 RT1.25X1.... .042 3 .053 0 z 7016.026 7600.5 216 216 1771.8751771.8751.283 H.1-1 2080 16 M53A RT2X2X0... .471 0 .203 0 z 11156.... 12663 621 621 ' 3290.62 4290.6251.814 H.1-1 2081 16 M54 RT2X5X0.... .505 0 .188 0 z 5715.222 22815 1207.347 2340 9365.6254290.6252.243 H.1-1 208216 M54A RT2X2X0... .115 0 .046 0 y 9468.101 12663 621 621 3290.62 4290.6252.526 H:1-1 2083 16 M55 RT2X2X0.... .119 0 .049 0 y 11156.... 12663 621 621 32 90.6254290.625 2.202 H.1-1 2084 16 M56 RT2X2X0.. .202 2.074 .440 0 z 17356.... 23625 1024.8751024.875 5062.5 5062.5 2.698 H1-1 2085 16 M57 RT2X2X0.... .356 0 .544 10.281 z 11156.... 12663 621 621 3290.62 4290.62 5 2.222 H.1-1 2086 16 M58 RT2X2X0.... .574 0 .148 0 y 8675.621 12663 621 621 3290.6254290.6252.042 H.1-1 2087 16 M59 RT2X2X0.... .762 0 .158 0 y 8675.621 12663 621 621 3290.6254290.6252.308 H.1-1 2088 16 M60 RT2X2X0... .351 127.0.. ` .138 0 y 18957.... 23625 1024.8751024.875 5062.5 5062.5 1.798 H.1-1; 2089 16 M61 RT2X6X0.... .267 103.2... .167 0 z 23452.... 38745 21 93.941 4462.5 16555....• 73.4821.632 H.1-1 RISA-3D Version 15.0.1 [\...\...\...1..\...\...\...1...\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 119 Company : SML Engineers ,; RISA Designer : R.Beg1039-1c,EIT Job Number 1039-17 Checked By. J.Light,PE Model Name : Tesla Storefront-Washington Square Mall Exterior Member AA ADMI-90:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[ini Shear... Loc[inl Dirphi*Pnc..phi*Pnt[..phi*Mn...phi*Mn...phi*Vny....hi*Vnz... Cb Eqn 2090 16 M62 RT1.25X1.. .115 127.0..'. .069 0 y 5450.03 7600.5 216 216 1771.87 1771.8752.831 H.1-1, 2091 16 M63 RT1.25X1... .120 127.0... .071 0 z 5450.03 7600.5 216 216 1771.8751771.8752.379 H.1-1 2092 16 M64 RT2X2X0... .273 0 .140 0 y 8675.621 12663 621 621 3290.62 4290.6252.473 H.1-1 1 2093 16 M65 RT2X2X0.... .324 0 .129 0 y 7287.54' 12663 621 621 3290.625 290.6252.454 H.1-1 2094 16 M66 RT1.5X1.5.• .272 0 .075 0 y 7056 9288 327 327 2278.12_ 78.1252.355 H.1-1 2095 16 M67 RT2X2X0.... .492 62.369 .032 0 y 7169.85 12663 621 621 3290.6254290.6252.084 H.1-1 2096 16 M68 RT2X2X0.-. .283 0 .051 .0 y 6122.77 12663 621 621 3290.62 c290.6252.202 H.1-1 2097 16 M69 RT2X2X0.... .601 55 .468 48.125 z 7750.24 12663 621 621 3290.6254290.6252.242 H.1-1 2098 16 M70 RT2X2X0... .362 55 .449 48.125z 13948.... 23625 1024.8751024.875 5062.5 5062.5 2.467 H-1-1, 2099 16 M71 RT2X2X0.... .432 12 .371 0 y 11136.74 12663 621 621 3290.6254290.6252.267 H.1-1 2100 16 M72 RT2X2X0... .212 1 12 .113 6 y 11136.74 12663 621 621 3290.6254290.6252.433 H.1-1 2101 16 M73 RT2x2X0.... .095 12 .025 0 z 11136.74 12663 621 621 4290.6254290-6251.132 H.1-1 2102 16 M74 RT2X2x0.... .233 ; 2.206 .260` 0 z 9302.488 12663 621 621 K 90.6254290.6252.003 H:1-1 2103 16 M76 RT1.25X1... .173 3.875 .071 0 z 6947.2997600.5 216 216 1771.8751771.875 1.93 H.1-1 2104 16 M77 RT1.25X1.... .215 3.875 .114 0 z 6947.299 7600.5 216 216 1771.87 771.875 1.74 H.1-1 2105 16 M78 RT1.25X1... .048 3 .049 0 y 7016.0267600.5 216 216 1771.8751771.8752.231 H.1-1 2106 16 M79 RT2X2X0... .132 30.938 .055 34.375 z 7750.24 12663 621 621 4290.62 4290.6251.853 H.1-1 2107 16 M80 RT2X2X0.... .281 55 .110 34.375 z 7750.24 12663 621 621 4290.62 290.6253.047 1 .1-1 2108 16 M81 RT2X2X0... .132 0 .058 6 y 11136.74 12663 621 621 4290.6254290.6252.243 H1-1 2109 16 M82 RT2X2X0.... .183 0 .061 3 y 11136.74 12663 621 621 4290.6254290.6251.693 H.1-1 2110 16 . M83 RT2X2X0... .100 12 .035 0 y 11136.74 12663 621 621 '290.6254290.6252.235 H.1-1; 2111 16 M84 RT2X2X0.... .033 35.29 .041 0 z 9302.488 12663 621 621 4290.6254290.6251.294 H.1-1 2112 16 M85 RT2X2X0.... .152 0 .060 0 z 10121-- 12663 621 621 4290.62 290.6251.729 H.1-1 2113 16 M86 RT1.25X1-... .094 3.875 .039 0 z 6947.299 7600.5 216 216 1771.8751771.8751.964 H.1-1 2114 16 M87 RT1.25X1-.. .101 3.875 .060 0 z 6947.29 7600.5 216 216 1771.87 771.8751.565 H:1-1 2115 16 M88 RT1.25X1... .044 3 .025 0 y 7016.0267600.5 216 216 1771.8751771.8752.057 H.1-1 2116 16 M89 RT2X2X0:..• .202 ` 30.938 .072 0 z 7750.24 12663 621 621 3290.62 4290.6252.438 H1-1 2117 16 M90 RT2X2X0.... ,357 34.375 .125 34.375 z 7750.24 12663 621 621 3290.6254290.6251.743 H.1-1 2118 16 M91 RT2X2X0... .044 12 .024 6 y 11136.74 12663 621 621 3290.62 4290.6252.491 H.1-1 2119 16 M92 RT2x4x0.... .304 0 .111 6 y 32701.... 37125 1890 2986.875 13162.5 5062.5 1.635 H.1-1 2120 16 M93 RT2X2X0... .144 0 .066 !. . 0 y 11136.74 12663 621 621 3290.62 4290.6252.211 H;1-1 2121 16 M94 RT2X2X0.... .069 0 .044 35.29 y 9302.488 12663 621 621 3290.6254290.6252.097 H.1-1 2122 16 M95 RT2X2X0... .181 0 .065 0 z 10121.... 12663 621 621 4290.6254290.6252.373 H.1-1 2123 16 M96 RT1.25X1... .093 3.875 .088 0 z 6947.29'7600.5 216 216 1771.8751771.8752.1691-1.1-1 2124 16 M97 RT1.25X1... .027 3.875 .019 0 z 6947.29'7600.5 216 216 1771.875 771.8751.382 H.1-1 2125 16 M98 RT1.25X1.... .032 0 .033 0 y 7016.026 7600.5 216 216 1771.8751771.8751.527 H.1-1 2126 16 M99 RT2x2x0... .136 30.938 .088 34.375 z 7750.24 12663 621 621 4200.8284290-8251-80311.1-1 2127 16 M100 RT2X2X0.... .487 34.375 .116 34.375 z 7750.24 12663 621 621 4290.625 290.6252.574 H.1-1 2128 16 M101 RT2X2X0.... .279 0 .114 6 y 11136.74 12663 621 621 4290.62 4290.6252.346 H.1-1 2129 16 M102 RT2X4X0.... .428 0 .168 3 y 32701.... 37125 1890 2986.875 13162.5 5062.5 2.17 H.1-1 2130 16 M103 RT2X2X0... .328 0 ' .160 0 y 11136.74 12663 621 621 4290.62 4290.6252.083 H1-1; 2131 16 M104 RT2X2X0.... .019 0 .052 35.29 y 9302.488 12663 621 621 4290.62 290.6251.216 H.1-1 2132 16 M105 RT2X2X0... .174 0 .082` 0 z 10121.... 12663 621 621 4290.62 4290.6251.348 H1-1+ 2133 16 M106 RT1.25X1... .086 3.875 .081 0 z 6947.2997600.5 216 216 1771.8751771.8751.975 H.1-1 2134 16 M107 RT1.25X1:: .052 3.875 .052 0 z 6947.29'7600.5 216 216 1771.87 1771.8751.514 H.1-1 2135 16 M108 RT1.25X1... .074 0 .062 0 y 7016.026 7600.5 216 216 1771.87 1771.8752.172 H.1-1 2136 16 M112 RT2X2X0..,. .413 0 .216 3 y 20666.... 23625 1024,8751024.875 5062.5 5062.5 2.286 H-1-1 2137 16 M113 RT2X2X0.... .054 12 .032 0 z 11136.74 12663 621 621 4290.6254290.6251.555 H.1-1 2138 16 M114 RT2X2X0..:: .166 0 .052 0 z 9302.48: 12663 621 621 4.90.625 290.6252.156 H.1-1 2139 16 M115 RT2x2x0.... .313 8.426 .076 42.129 z 8542.72 12663 621 621 4290.625 290.6252.908 H.1-1 2140 16 M116 RT1.25X1. .154 3.875 .116 0 y 6947.29 7600.5 216 216 1771.8751771.8751.989 H.1-1 2141 16 M116A RT2X2X0.... .216 44.938 .071 0 z 8542.72 12663 621 621 4290.625 290.6253.186 H.1-1 RISA-3D Version 15.0.1 [1...\...\...\...\...\...\...\...\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 120 Company : SML Engineers f 7 IIIRISA Job Designerm : 1 39-17 EIT / Job Number 1039-17 Checked By.J.Light,PE Model Name : Tesla Storefront-Washington Square Mall Exterior Member AA ADM1-10:LRFD-Building Aluminum Code Checks(Continued) LC Member Shape UC Max Loc[in] Shear... Loc[in]Dirphi*Pnc..phi*Pnt[..phi*Mn...phi*Mn...phi*Vny...•hi*Vnz... Cb Eqn 2142 16 M117 RT1.25X1... .148 0 .064 0 ` y 6947.299 7600.5 216 216 1771.8751771.8752.216 H.1-1 2143 16 M117A RT2X2x0.... .360 0 .254 0 z 11796.32 12663 621 621 3290.62 54290.625 1.437 H.1-1 2144 16 M118 RT1.25X1... .086 3 .040 0 ", z 7016:0267600.5. 216 216 1771.87 1771.8751.433 H-1-1 2145 16 M118A RT2X2X0.... .160 3.625 .233 0 z 11796.32 12663 621 621 3290.6254290.625 1.221 H.1-1 2146 16 M119 RT2X2X0... .582 10.063 .346 0 z 11289.33 12663 621 621 3290.6254290.6252.19 H1-1' 2147 16 M120 RT2X2X0.... .334 0 .198 0 y 11289.33 12663 621 621 3290.62 54290.625 2.243 H.1-1 2148 16 M121 'RT2X2X0... .639 0 .169 0 y 11136.74 12663 621 621 3290.6254290.6252.223 H1-1 2149 16 M122 RT2X2X0.... .206 12 .064 0 z 11136.74 12663 621 621 3290.6254290.6252.269 H.1-1 2150 16 M123 RT2X2X0.... .126 0 .027 0 y 11136.74 12663 621 621 3290.62 290.6251.835 H-1-1 2151 16 M124 RT2X2X0.... .143 0 .052 0 z 10759.... 12663 621 621 3290.62 4290.6252.191 H.1-1 2152 16 M125 RT2X2X0... .506 197.1.;. .135 197.1..: y 8961.111 12663 621 621 3290.62 4290.6254.146 H♦1-1 2153 16 M126 RT2X2X0.... .641 197.1... .146 197.1... y 1786.661 23625 1024.8751024.875 5062.5 5062.5 4.271 H.1-1 2154 16 M127 RT2X6X0... .221 200.8... .154 163.16' z 27365.... 3$745 2193.9414278.341 16555.... •373.4821.453 H.1-1 2155 16 M128 RT2X2X0.... .358 100.4... .125 200.8... y 13030.... 23625 1024.8751024.8755062.5 5062.5 1.764 H.1-1 2156 16 M129 RT1.25X1.., .074 0 .062 200.8.:- y 4438.76 7600.5 216 212.395 1771.87 1771.8752.197 H.1-1 2157 16 M130 RT1.25X1.... .092 0 .062 163.16 z 4438.76 7600.5 216 209068 1771.8751771.8751.781 H.1-1 2158 16 M131 RT1.5X1.5.. .139 35.813, .050 ' 35.813 y 6042.439 9288 327 327 2278.12 78.125 2.34 H.1-1 2159 16 M132 RT1.5X1.5... .346 60.875 .087 60.875 y 4069.441 9288 327 327 2278.12 78.125 2.501 H.1-1 2160 16 M133 RT2X2X0... .310 60.875 .090 60.875 y 7287.549 12663 621 621 3290.62 4290-625 2.39 H.1-1 2161 16 M134 RT1.5X1.5... .318 43.25 .117 43.25 y 5456.936 9288 327 327 2278.125, 78.1252.531 H.1-1 2162 16 M135 RT2X5X0... .156 + 0 .064 35.813 y 17160.... 22815 1207:347 2340 9365.62 4290.6252.713 H.1-1; 2163 16 M136 RT2X5XO.... .340 60.875 .118 60.875 y 6224.866 22815 1207.347 2340 9365.6254290.625 1.44 H.1-1 2164 16 M137 RT2X5X0... .646 43.25, .181 .43.25 z 16204-- 22815 1207.347 2340 9365.62 290.6252.701 H;1-1 2165 16 M138 RT2X3X0.... .033 45.762 .033 48.813 z 10682.... 16065 868.5 1102.5 5315.625 290.625 3.108 H.1-1 2166 16 M139 RT2X3X0... .007 11.75 .010 0 z 14209.... 16065 868.5 1102.5 5315.62 290.525 1.152 H_1-1 2167 16 M140 RT2X3X0.... _021 23.164 .016 0 z 11800.... 16065 868.5 1102.5 5315.6253290.6251.292 H.1-1 2168 16 M141 RT2X3X0.... .013 0 .013 11.75 z 14209.... 16065 868.5 1102.56316.6253290.6261.5311.1-1 2169 16 M142 RT2X3X0.... .043 37.063 .013 37.063 z 11800.... 16065 868.5 1102.5 5315.6253290.6252.158 H.1-1 2170 16 M143 RT2X3X0... .035 11.75 .019 11.75 z 14209.... 16065 868.5 1102.5 5315.6253290.6251.008 H.1-1 2171 16 M144 RT2X3X0.... .095 37.063 .018 0 y 11800.... 16065 868.5 1102.5 5315.6253290.6252.17 H.1-1 2172 16 M145 RT2X3X0... .369 39.66 .288 ` 42.711 y 10682.... 16065' 868.5 1102.5 5315.6253290.6251.841 H.1-1 2173 16 M146 RT2X4X0.... .355 143.68 .018 125.72 z 3664.389 19440 1092.57 1676.25 7340.6253290.6251.883 H.1-1 2174 16 M147 RT3X4X0.... .112 116.74 .074 125.72 z 8908.951 22815 1835.635 2205 7340.6255315.6251.241 1-11-1 2175 16 M148 RT3X3X0.... .198 143.68 .056 125.72 y 7183.135 19440 1485 1485 5315.6255315.6252354 H.1-1 217616 M149 RT2X4X0... .032 ` 0 .018 15.849 y 12880.,.. 19440 1092.57 1676.25 7340.6253290.6251.899 H.1-1 2177 16 M150 RT2X4X0.... _020 54.794 .009 0 z 12424.... 19440 1092.57 1676.25/340.6253290.6252.759 H.1-1 2178 16 M179 RT2X2x0... .189 0 .009 0 z 6912.922 12663 621 621 3290.625 290.6251.534 H.1-1 2179 16 M180 RT2X2X0.... .196 0 .002 82.041 y 5620.584 12663 621 621 3290.625 290.625 1.028 H.1-1 2180 16 M181 RT2X2X0... .148 82.041 .008 82.041 y 5620.584 12663 621 621 3290.625 290.6251.527 H.1;1. 2181 16 M182 RT2X2X0.... .224 0 .027 67.787 y 6743.152 12663 621 621 3290.625 290.625 1.832 H.1-1 2182 16 M182A RT2X2X0... .217 16.795 .048 0 z 10759..-. 12663 621 621 3290.62 290.0325 2.377 H:1-1 2183 16 M184 RT2X2X0.... .267 3 .334 0 y 11136.74 12663 621 621 3290.625 290.625 2.093 H.1-1 2184 16 M185 RT2X2X0... 220 0 .012 ': 0 z 10848.... 12663 621 621 3290.625 290.625 1.261 H:1-1 Joint Reactions LC Joint Label X pb] Y pi)] Z[Ib] MX pb-ft] MY[Ib-ft] MZ[Ib-ft] 1 1 , N163 43.13 103.416 3.192 0 0 0 2 1 N164 -40.182 101.418 4.84 0 0 0 3 1 N165 -26.893 38.252 -22.726 0 0 0 4 1 N166 17.12 31.987'; -17.581 0 0 0 RISA-3D Version 15.0.1 [1...1...\...1..\...1...\...1...\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 121 Company : SML Engineers Designer : R.Begic,EIT IiIRISA J.Light,PE Job Num : 19y. Model Naberme T03esla-17 Storefront-Washington Square Mall Exterior Checked B Joint Reactions (Continued) LC Joint Label X[lb] Y[lb] Z[Ib] MX[Ib-ft] MY[Ib-ft] MZ[Ib-ft] 5 1 N167 14.196 41.835 4.263 0 0 0 6 1 N168 -9.102 41.572 4.808 0 0 0 7 1 N161 9.7 153.719 3.922 0 0 0 8 1 N162 -23.426 146.291 4.739 0 0 0 9 1 N3 0 1120.714 0 0 0 0 10 1 N136 0 1126.411 0 0 0 0 11 1 N1 0 441.116 0 0 0 0 12 1 N134 0 406.256 0 0 0 _ 0 13 1 N2 0 534.037 0 0 0 0 14 1 N135 0 531.296 0 0 0 0 15 1 N171 5048.212 0 901.099 0 0 0 16 1 N172 -3689.219 0 74.718 0 0 0 17 1 N62 -1302.728 0 -914.904 0 0 0 18 1 N42 -8636.104 0 -533.203 0 0 0 19 1 N112 8595.3 0 486.836 0 0 0 20 1 Totals: :005 4818.32 .003 21 1 COG (in): X: 167.163 Y: 133.573 Z:30.381 22 2 N163 20.604 88.619 -3.346. 0 0 0 23 2 N164 -50.096 89.625 .22 0 0 0 24 2 N165 -27.874 " 54.405 -34.152 0 0 0 25 2 N166 9.289 40.225 -24.524 0 0 0 26 2 N167 4.965 36.087 2.632 0 0 0 27 2 N168 -14.635 33.475 3.23 0 0 0 28 2 N161 -9.481' 139.764 1.557- 0 0 0 29 2 N162 -38.017 117.782 2.621 0 0 0 30` 2 N3 0 918.396 0 0 0 0 31 2 N136 0 979.121 0 0 0 0 32 2 N1 0 400.144 0 0 0 0 33 2 N134 0 315.341 0 0 0 0 34 2 N2 0 478.941? 0 0 0 0 35 2 N135 0 438.064 0 0 0 0 36 2 N171 401 3.279 0 935.156 0 0 0 37 2 N172 -3428.952 0 -55.032 0 0 0 38 2 N62 -1286.09 0 -804.998 0 0 0 39 2 N42 -7717.02 0 -555.912 0 0 0 40 2 N112 7022.574 0 331.501 0 0 0 41 2 Totals: -1501.453 4129.987 -201.046 42 2 COG(in): X: 167.163 " Y: 133.573 Z:30.381 43 3 N163 29.224 91.224 -19.554 0 0 0 44 3 N164 -32.468 92.626 -16.988 0 0 0 45 3 N165 -19.594 112.398 -74.667 0 0 0 46 3` N166 6.69 102.817 -67.956 0 0 0 47 3 N167 7.668 32.594 .047 0 0 0 48 3 N168 -4.371 31.695 .662 0 0 0 49 3 N161 6.881 137.378 -1.79 0 0 0 50 3 N162 -31.596 124.916 -.817 0 0 0 51 3 N3 0 845.48 0 0 0 0 52 3 N136 0 899.43 0 0 0 0 53 3 N1 0 381.407 0 0 0 0 54 3 N134 0 328.319 0 0 0 0 55 3 N2 0 481.944 0 0 0 0 56. 3 N135 0 467.747 0 0 0 0 RISA-3D Version 15.0.1 [\...\...\...1...\...1...\...\...\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 122 Company : SML Engineers T Designer : R.Begic,EIT RISAJoNumber : 1039-17 Checked By. J.Light,PE Model Name : Tesla Storefront-Washington Square Mall Exterior Joint Reactions (Continued) LC Joint Label X[lb] Y Pb] Z[Ib] MX[Ib-ft] MY[Ib-ft] MZ[lb-ft] 57 3 N171 4064.635 0 787.378 0 0 0 58 3 N172 -3065.948 0 -173.315 0 0 0 59 3 N62 -967.691 0 -1171.905 0 0 0 60 3 N42 -7306.436 0 -812.218 0 0 0 61 3 N112 7111.962 0 49.668 0 0 0 62 3 Totals: -201.044 4129.976 -1501.455 63 3 COG (in): X: 167.163 Y: 133.573 Z:30.381 64 4 N163 53.475 88.49 8.772 0 0 0 65 4 N164 -18.934 84.295 8.06 0 0 0 66 4 N165 -18.186 11.402 -4.929 0 0 0 67 4 N166 20.04 14.779 -5.729 0 0 0 68 4 N167 19.342 35.625 4.675 0 0 0 69 4 N168 -.913 37.821 5.019 0 0 0 70 4 N161 26.322 123.858 5.168 0 0 0 71 4 N162 -2.496 133.189 5.511 0 0 0 72 4 N3 0 1000.224 0 0 0 0 73 4 N136 0 952.166 0 0 0 0 74 4 N1 0 356.484 0 0 0 0 75 4 N134 0 381.702 0 0 0 0 76 4 N2 0 436.678 0 0 0 0 77 4 N135 0 473.277 0 0 0 0 78 4 N171 4624.151 0 607.708 0 0 0 79 4 N172 -2882.272 0 183.907 0 0 0 80 4 N62 -945.824 I 0 -765.047 . 0 0 0 81 4 N42 -7070.399 0 -354.839 0 0 0 82 4 N112 7697.156 0 502.776 0 0 0 83 4 Totals: 1501.461 4129.99 201.051 84 4 COG (in): X: 167.163 Y: 133.573 Z:30.381 85 5 N163 44.753 85.761 24.925 0 0 0 86 5`_ N164 -36.43 81.216 " 25.221 0 0 0 87 5 N165 -26.352 -46.409 35.492 0 0 0 88 5 N166 22.479 -47.642 37.609 0 0 0 89 5 N167 16.534 39.144 7.256 0 0 0 90 5 i N168 -11.024 39.628 7.584 .0 0 0 91 5 N161 10.026 126.468 8.506 0 0 0 92 5 N162 -9.053 126.26 8.942 0 0 0 93 5 N3 0 1071.253 0 0 0 0 94 5 N136 0 1030.583 0 0 0 0 95 5 N1 0 376.054 0 0 0 0 96 5 N134 0 369.461 0 0 0 0 97 5 N2 0 434.144 0 0 0 0 98 "5 N135 0 444.08 0 0 0 0 99 5 N171 4568.994 0 756.359 0 0 0 100 "5 N172 3243.606' 0 302.379 0 0 0 101 5 N62 -1261.731 0 -398.918 0 0 0 102 5 N42 -7477.669 0 -99.008 0 0 0 103 5 N112 7604.131 0 785.113 0 0 0 104 5 Totals: 201.051 4130.001 1501.46 105 5 COG (in): X: 167.163 Y: 133.573 Z:30.381 106 6 N163 11.352 66.356 -4.059 0 0 0 107 6 N164 -41.599 67.934 -.82 0 0 0 108 6 N165 -22.055 46.336 -29.349 0 0 0 RISA-3D Version 15.0.1 [1...\...l..l..\...\...\...\...\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 123 Company : SML Engineers R.BegISA Designer : 1039-1c,EIT JoNum7 Checked By. J.Light,PE Model b Nameber 1039-1: Tesla Storefront-Washington Square Mall Exterior Joint Reactions (Continued) LC Joint Label X[lb] Y[lb] Z[Ib] MX[lb-ft] MY[lb-ft] MZ[lb-ft] 109 6 N166 5.59 33.42 -20.793 0 0 0 110 6 N167 1.882 27.121 1.717 + 0 0 0 111 6 N168 -12.646 24.583 2.202 0 0 0 112 6 N161 -11.51 106.893 .716 0 0 0 113 6 N162 -33.182 86.511 1.609 0 0 0 114 6 N3 0 676.741 0 0 0 0 115 6 N136 0 738.111 0 0 0 0 116 6 N1 0 305.906' 0 0 0 0 117 6 N134 0 228.526 0 0 0 0 118 6 N2 0 364.589 0 0 0 0 119 6 N135 0 324.464 0 0 0 0 120 6 N171 2925.591 0 741.446 0 0 0 121 6 N172 -2633.189 0 -70.591 0 0 0 122 6 N62 -1006.507 0 -610.035 0 0 0 123 6 N42 -5861.302 0 -440.166 0 0 0 124 6 N112 5176.121 0 227.075' 0 0 0 125 6 Totals: -1501.454 3097.49 -201.046 126 6 COG (in): X: 167.163 Y: 133.573 Z:30.381 127 7 N163 20.058 68.996 -20.26 0 0 0 128 7 N164 -23.971 70.901 -18.04 i s 0 0 0 129 7 N165 -13.831 104.279 -69.836 0 0 0 130 7 N166 - 3.015 96.025 -64.228 0 0 0 131 7 N167 4.65 23.63 -.868 0 0 0 132 7 N168 -2.447 22.8 -.368 0 0 0 133 7 N161 4.854 104.494 -2.633 0 0 0 134 7 N162 -26.68 . 93.66 -1.834 0 0 0 135 7 N3 0 604.323 0 0 0 0 136 7 N136 0 657.96 0 0 0 0 137 7 N1 0 287.112 0 0 0 0 138 7 N134 0 241.585 0 0 0 0 139 7 N2 0 367.585 0 0 0 0 140 7 N135 0 354.128 0 . ! 0 4 0 0 141 7 N171 2978.762 0 593.677 0 0 0 142 "7 N172 -2271.109 0 -188.868 0 0 0 143 7 N62 -687.833 0 -977.366 0 0 0 144 7 N42 -5453.826 0 -696.337 0 0 0 145 7 N112 5267.313 0 -54.494 0 0 0 146 7 Totals: -201.044 < 3097.479 -1501.455 147 7 COG (in): X: 167.163 Y: 133.573 Z:30.381 148 8 N163 44.328 66.277 8.077 0 0 0 149 8 N164 -10.328 62.575 7.01 0 0 0 150 8 N165 -12.4 3.28 -.098 0 0 0 151 8 N166 16.333 8.025 -2.028 0 0 0 152 8 N167 16.251 26.656 ' 3.763 0 0 0 153 8 N168 1.079 28.925 3.991 0 0 0 154 8 N161 24.415 90.937 4.33 0 0 0 155 8 N162 _ 2.425 _ 101.928 4.5 0 0 0 156 8 N3 0 759.287 0 0 0 0 157 8 N136 0 710.705 0 0 0 0 158 8 N1 0 262.039 0 0 0 0 159 8 N134 0 294.939 0 0 0 0 160 8 N2 0 322.255 0 0 0 0 RISA-3D Version 15.0.1 [\...\...1...\...\...1...1...1..\...\...\1039-17 Tesla Space Truss- ExteriorJL.r3d] Page 124 Company : SML Engineers 87 Designer : R.Begic,EIT IiIRRISAJob Number : 1039-17 Checked By.J.Light,PE Model Name : Tesla Storefront-Washington Square Mall Exterior Joint Reactions (Continued) LC Joint Label X[lb] Y Obi Z[Ib] MX[Ib-ft] , MY[Ib-ft] MZ[Ib-ft] 161 8 N135 0 359.665 0 0 0 0 162 8 N171 3534.273 0 413.673 0 0 0 163 8 N172 -2085.833 0 168.113 0 0 0 164 8 N62 -666.001 0 -569.428 0 0 0 165 8 N42 -5210.488 0 -239.222 0 0 0 166 8 N112 5847.408 0 " 398.368 0 0 0 167 8 Totals: 1501.46 3097.493 201.05 168 8 COG (in): X: 167.163 Y: 133.573 Z:30.381 169 9 N163 35.521 63.513 24.224 0 0 0 170 9 N164 -27.825 59.531 ' 24.183' 0 " 0 . 0 171 9 N165 -20.51 -54.481 40.294 0 0 0 172 9 " N166 18.748 -54.408 41.313 0 " 0 0 173 9 N167 13.38 30.172 6.343 0 0 0 174 9 N168 -8.968 30.733 6.558 0 0 0 175 9 N161 8.117 93.56 7.67 0 0 0 176 9 N162 -4.214" 94.986 7.937 0 0 0 177 9 N3 0 829.816 0 0 0 0 178 9 N136 0 789.577 0 0 0 0 179 9 N1 0 281.668 0 0 0 0 180 9 is N134 0 282.619 0 0 0 0 181 9 N2 0 319.73 0 0 0 0 182 "9 N135 0 330.487 0 0 0 0 183 9 N171 3477.317 0 562.32 0 0 0 184 9 N172 -2446.249 0 286.584 0 0 0 185 9 N62 -982.178 0 -202.889 0 0 0 186 9 N42 -5614.7 0 16.477 0 0 0 187 9 N112 5752.612 0 680.444 0 0 0 188 9 Totals: 201.05 3097.504 1501.459 189 9 COG (in): X: 167.163 Y: 133.573 Z:30.381 190 12 N163 " 30.01 73.917 ' -4.038 0 0 0 191 12 N164 -22.794 77.612 -.99 0 0 0 192 12 N165 -14.673 58.197 ° -33.753 0 0 0 193 12 N166 .535 47.119 -26.33 0 0 0 194 12 N167 6.566 39.325 2.961 " 0 0 0 195 12 N168 1.756 38.272 3.692 0 0 0 196 12 N161 14.859 162.684 2.053 0 0 0 197 12 N162 -31.932 147.698 3.217 0 0 0 198 12 N3 0 723.288 0 0 0 0 199 12 N136 0 810.568 0 0 0 0 200 12 N1 0 492.7 0 0 0 0 201 12 N134 0 428.684 0 0 0 0 202 12 N2 0 523.34 0 0 0 0 203 12 N135 0 506.562 0 0 0 0 204 12 N171 3908.108 0 848.833 0 0 i 0 205 12 N172 -2935.146 0 -256.228 0 0 0 206 12 N62 -776.45 0 -1467.26 0 0 0 207 12 N42 -7158.762 0 -1086.603 0 0 0 208 12 N112 6977.928 0 -198.703 0 0 0 209 12 Totals: .006 4129.965 -2213.15 210 12 COG (in): X: 167.163 Y:133.573 Z:30.381 211 13 N163 43.729 102.736 9.284 0 0 0 212 13 N164 -45.828 96.023 9.109 ' 0 0 0 RISA-3D Version 15.0.1 [\...\...\...1..\...\...\...\...1..\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 125 Company : SML Engineers C . Designer : R.Begic,EIT ISAJob Number 1039-17 Checked By.J.Light,PE Model Name : Tesla Storefront-Washington Square Mall Exterior Joint Reactions (Continued) LC Joint Label X[lb] Y jib] Z[Ib] MX[lb-ft] MY[Ib-ft] MZ[lb-ft] 213 13 N165 -31.013 8.292 -5.7 0 0 0 214 13 N166 28.234 8.516 ! -4.286 0 0 0 215 13 N167 17.442 32.482 4.327 0 0 0 216 13 N168 -16.905 33.123 4.544 0 0 0 217 13 N161 2.209 101.783 4.633 0 0 0 218 13 N162 -8.922 104.05 4.888 0 0 0 219 13 N3 0 1188.245 0 0 0 0 220 13 N136 0 1115.895 0 0 0 0 221 13 N1 0 267.062 0 0 0 0 222 13 N134 0 271.14 0 0 0 0 223 13 N2 0 394.062 0 0 0 0 224 13 N135 0 .406.603' 0 0 0 0 225 13 N171 4714.406 0 697.04 0 0 0 226 13 N172 -3369.478 0 385.939 0 0 0 227 13 N62 -1446.09 0 -105.727 0 0 0 228 13 N42 -7615.503 0 174.397 0 0 0 229 13 N112 7727.718 0 1034.705 0 0 0 230 13 Totals: .002 4130.011 2213.155 231 13 COG (in): X: 167.163 Y: 133.573 Z:30.381 232 14 N163 22.687 58.804 ! -10.976 0 0 0 233 14 N164 -10.658 67.963 -6.289 0 0 0 234 14 N165 -6.001 84.202 -48.355 0 0 0 235 14 N166 -14.09 67.395 -37.91 0 0 0 236 14 N167 .785 42.893 2.249 0 0 0 237 14 N168 11.649 40.999 3.245 0 0 0 238 14 N161 21.465. 194.445 .704 0 0 0 239 14 N162 -44.004 170.723 2.338 0 0 0 240 14 N3 0 479.891 0 0 0 0 241 14 N136 0 650.38 0 0 0 0 242 14 Ni . 0 610.381 0 0 0 0 243 14 N134 0 511.756 0 0 0 0 244 14 :'N2 0 590.756 0 0 0 0 245 14 N135 0 559.354 0 0 0 0 246 14 N171 3481.493 0 929.246 0 0 0 247 14 N172 -2707.345 0 -576.008 0 0 0 248 14 N62 -427.02 0 -2152.421 0 0 0 249 14 N42 -6909.439 0 -1719.293 0 0 0 250 14 N112 6580.486 0 -812.832 0 0 0 251 14 Totals: .007 4129.941 -4426.302 252 14 COG(in): ! X: 167.163 Y: 133.573 Z:30.381 253 15 N163 51.526 117.047 15.324 0 0 0 254 15 N164 -56.956 104.831 13.917 0 0 0 255 15 N165 _ -40.521 -14.308 6.714 0 _ 0 0 256 15 N166 41.544 ? -9.828 6.183 0 0 0 257 15 N167 23.84 28.885 4.899 0 0 0 258" 15 N168 -25.809 30.713 4.952 0 0 0 259 15 N161 -5.856 71.794 5.769 0 0 0 260 15 N162 2.109 83.467 5.682 0 0 0 261 15 N3 0 1413.967 0 0 0 0 262 15 N136 0 1261.606 0 0 0 0 263 15 N1 0 157.051 0 0 0 0 264 15 N134 0 196.779 0 0 0 0 RISA-3D Version 15.0.1 [\...\...\...\...\...\...\...\...\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 126 Company : SML Engineers , RISA Designer : R.Be1039 1c,EIT _� Job Number 1039-17 Checked By.J.Light,PE Model Name : Tesla Storefront-Washington Square Mall Exterior Joint Reactions (Continued) LC Joint Label X[Ib] Y Da] Z[lb] MX[Ib-ft] MY[lb-ft] MZ[ib-ft] 265 15 N2 0 328.405 0 0 0 0 266 15 N135 0 359.597 0 0 0 0 267 15 N171 5103.556 0 628.326 0 0 0 268 15 N172 , -3597.922` 0 709.854 0 0 0 269 15 N62 -1699.864 0 549.156 0 0 0 270 15 N42 -7838.993 0 813.172 0 0 0 271 15 N112 8043.345 0 1662.362 0 0 0 272 15 Totals: -.002" 4130.006 4426.31 273 15 COG (in): X: 167.163 Y: 133.573 Z:30.381 274 16 N163 13.617 36.631 11.679: 0 0 0 275 16 N164 -2.212 46.192 -7.354 0 0 0 276 16 N165 -.477 76.118 -43.552 0 0 0 277 16 N166 -17.554 60.683 -34.227 0 0 0 278 16 N167 -2.021 33.931 1.338 0 0 0 279 16 N168 13.38 32.097 2.216 0 0 0 280 16 N161 19.449 " 161.557' -.126 0 0 0 281 16 N162 -39.132 139.469 1.328 0 0 0 282 16 N3 0 239323 " 0 0 0 0 283 16 N136 0 408.202 0 0 0 0 284 16 N1 0 516.03 0 0 0 0 285 16 N134 0 425.046 0 0 0 0 286 16 N2 0 476.46. 0 0 0 0 287 16 N135 0 445.706 0 0 0 '0 288 16 N171 2403.366 0 735.965 . 0 0 0 289 16 N172 -1916.027 0 -591.246 0 0 0 290 16 N62 " -146.576 0 . -1.959.866 0 0 0 291 16 N42 -5070.647 0 -1602.851 0 0 0 292 16 N112 4744.84 ' 0 -916.248 0 . '' 0 0 293 16 Totals: .006 3097.443 -4426.302 294 16 COG X: 167.163 Y: 133.573 Z:30.381 RISA-3D Version 15.0.1 [\...\...\...1...\...\...\...1...\...\...\1039-17 Tesla Space Truss- Exterior JL.r3d] Page 127 STARLING MADISON Sheet No.: LOFQUIST INC. 5224 S. 39th STEET Job No.: 1039-17 — T m PHOENIX, ARIZONA 85040 (602) 438-2500 Date: 11/16/2017 BY: J. Light, Fastener Analysis 1/2" Dia.A307 Bolt Truss Connection (AISC &ADM) Tr•db2 2 db := 0.5in bolt diameter Ab := 4 = 0.196•in Fnt:= 45ksi Fnv := 24ksi Tension in Bolt Tappiied 29521b max applied tension Rnt Fnt.Ab = 8835.7 lb max allowable tension Tappiied — 0.334 < 1.0 OK Rnt Shear in Bolt n := 2 (double shear) Vapplied 597lb max applied shear Rnv := Fay-Ab = 4712.4 lb max allowable shear Vapplied = 0.063 < 1.0 OK n Rnv Tappiied + Vapplied = 0.40 Rat n•Rnv Less Than 100%Stressed in Combined Tension &Shear.Therefore Okay Frame Base Anchorage Anchor Reactions T := 54.5Ib V:= 53.41b (Ref. RISA Reaction Output) Provide Hilti Hilti Kwik Bolt TZ 1/2" Dia. w/3.625' Min. Embed. (Ref. HILT! Output) 6- 11.11116.11111.111 - F■111 .T1 www.hilti.us Profis Anchor 2.7.5 Company: Starling Madison Lofquist,Inc. Page: 1 Specifier: Project: Tesla-Washington Sq. Address: 5224 S.39th St.Phoenix,AZ 85040 Sub-Project I Pos.No.: 1039-17 Phone I Fax: (602)438-2500 I Date: 11/16/2017 E-Mail: Specifier's comments:Exterio 1 Input data Anchor type and diameter: Kwik Bolt TZ-SS 3041/2(3 1/4) .j Effective embedment depth: h.1=3.250 in.,Nom=3.625 in. Material: AISI 304 Evaluation Service Report: ESR-1917 SAFE- Issued I Valid: 5/1/2017 I 5/1/2019 Proof: Design method ACI 318/AC193 Stand-off installation: eb=0.000 in.(no stand-off);t=0.188 in. Anchor plate: Ix x Ir x t=2.000 in.x 2.000 in.x 0.188 in.;(Recommended plate thickness:not calculated Profile: no profile Base material: cracked concrete,2500,f5=2500 psi;h=8.000 in. Reinforcement: tension:condition B,shear:condition B;no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Seismic loads(cat.C,D,E,or F) no Geometry[in.]&Loading[ib,in.ib] Z Miw <:;;:)'0 tax 267 x o.t0- __..-- 534 P-v r , ar " a �-4 - fix' r„, :`' L Or itga - Y r lV X Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan ponsarli www.hilti.us Profis Anchor 2.7.5 Company: Starling Madison Lofquist,Inc. Page: 2 Specifier: Project: Tesla-Washington Sq. Address: 5224 S.39th St.Phoenix,AZ 85040 Sub-Project I Pos.No.: 1039-17 Phone I Fax: (602)438-2500 I Date: 11/16/2017 E-Mail: 2 Proof I Utilization(Governing Cases) Design values[lb] Utilization Loading Proof Load Capacity ON/pv[%] Status Tension Concrete Breakout Strength 55 3237 2/- OK Shear Steel Strength 534 4472 -/12 OK Loading Pv Utilization PN,v[%] Status Combined tension and shear loads 0.017 0.119 5/3 4 OK 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and security regulations in accordance with Hilti's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you. Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis.If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan Si'vL STARLING MADISON Sheet No.: LOFQUIST INC. 5224 S. 39th STEET Job No.: 1039-17 PHOENIX, ARIZONA 85040 (602) 438-2500 Date: 11/16/2017 BY: J. Light, Fastener Analysis: (cont'd) 114" Dia. Simpson Titen Concrete Screws WL := qp = 27.0•psf H := 140in _2 = 5.8ft sp := 12.0in Marm 2.8125in d := 0.8125in Marm Vact:= WL.-2-sp = 791b T := Vact d = 272.6 lb Allowable Capacity: Vail := 400Ib Tall := 365Ib VactT + = 0.94 < 1.000K Vail Tall Use 1/4" Dia. Simpson Titen Concrete Screws w/Min. 1.5" Embed at 12.0"O.C. STARLING MADISON Sheet No.: c� 9\4. LOFQUIST INC. 5224 S. 39th STEET Job No.: 1039-17 PHOENIX, ARIZONA 85040 (602) 438-2500 Date: 11/16/2017 BY: J. Light, Storefront Glass Attachment Analysis(Per Glass Panel): Hg := 76.875in Height of Glass tg := 0.5625in Glass Thickness wg := 60.625in Width of Glass Wg := Hg•tg•wg•156pcf= 236.7lb weight of glass Vail := 1.0psi Max Allowable Silicone Dead Load Pressure Ap :_ —6in•40in = 120.0•in2 Total Silicone Area at 6" Plate 2 (Assume 50%of Plate Coverage) 2.0in 2 Total Silicone Area at Tube Frame At:= 2 k2Hg +2wg) = 275.0 in (Assume 50%Of Tube Coverage) Atot Ag+At = 2.7 ft2'0 Total Silcone Coverage Per Panel Vail Vail•Atot= 395.0 lb Total Allowable Dead Load Wg = 0.60 < 1.00 OK Vail Silicone to be applied over 50%of Surface Area at Glass to Aluminum Attachement Points. Out of plane tension loads << DL &allowable T.silicon=20.0psi which exceeds the 1 psi ralIowable for DL& Is ok by inspection. STARLING MADISON Sheet No.: Fl INC. 5224 S. 39th STEET Job No.: 1039-17 PHOENIX, ARIZONA 85040 (602) 438-2500 Date: 11/16/2017 BY: J. Light, L6x4x3/8 Steel Angle Flexure analysis at End Frame: 5E6 NE-XI- SHCri w:= 4.0in t := 0.375in Fy:= 36.0ksi d := 6.0in di := 4.0in AW := di t = 1.50 int SZv:= 1.65 Stb := 1.65 Cv := 1.0 w t 2 Z := = 0.141•1n3 4 Worst Load Case: Vmax 5048Ib_2 = 2524.0 lb (Ref. RISA Output Divided Across Two Angles) d1 Mplate Vmax = 420.7ft.lb Allowables: V Fy AW Vmax c = 32727.3 lb = 0.08 < 1.0 OK -_ �v Vc M plate fbplate = 35.9.ksi fbplate = 1.00 r 1.0 OK Fy Use L6x4x3/8 by 4"Wide Steel Angle Bolt Analysis: Frame To Clip UK % T Vmax = 2524.0 lb '1/44% V:= 935lb (Ref. RISA Output) nb := 1.0 Number of Bolts ns := 2.0 Number of Sides Tali := 5386lb Allowable Tension Vail := 2843Ib Allowable Shear Vbear ns•1406Ib = 2812.0 lb Allowable Bearing = 0.47 < 1.0OK V — 0.33 < 1.0OK Tall min(Vali Vbear) T V -— 080 < 1.00K nb•Tail nb min(Vail'Vbear) STARLING MADISON Sheet No.: LOFQUIST INC. ...... .._. 5224 S. 39th STEET Job No.: 1039-17 PHOENIX, ARIZONA 85040 (602) 438-2500 Date: 11/16/2017 BY: J. Light, Clip to Tube lily = T := 935lb (Ref. RISA Output) VA L. V:= Vmax = 2524.0 lb nb := 2.0 Number of Bolts ns := 2.0 Number of Sides Taii := 5386Ib Allowable Tension Vali := ns•2843Ib = 5686.0 lb Allowable Shear Vbear ns 14061b = 2812.0 lb Allowable Bearing T = 0.09 < 1.0OK V = 0.45 < 1.0OK nb'Tall nb min(Vall>Vbear) T + V < 1.0OK nb'Tall nbmin(Vall,Vbear� =— Provide (1) 9116" Dia. SAE Grade 2 Thru-Bolt at Frame to Each Angle and (2) 9/16" Dia.SAE Grade 2 Thru-Bolts at Angle to Existing Structural Steel Tube. Slots in Angle to Tube Connection Are Vertical to Release Vertical Loads. V 2 11,hurt d _ V�.. HF VV((2y;,,CASED STARLING MADISON Sheet No.: LOFQUIST INC. 5224 S. 39th STEET qi Job No.: 1039-17 PHOENIX, ARIZONA 85040 (602) 438-2500 Date: 12/11/2017 BY: J. Light, L3x2x1/4 Steel Angle Flexure analysis at End Frame: Solo PAGE FaD w:= 6.0in t := 0.25in Fy := 36.0ksi d := 3.0in di := 2.0in Aw := d•t = 0.75•in2 S2v := 1.67 11b := 1.67 C, := 1.0 w t 2 Z := = 0.094.in3 4 Worst Load Case: V = Vmax 1170Ib (Ref. RISA Output Divided Across Two Angles) Mpiate Vmax--d max'2 = 146.2ft•Ib Allowables: Fy•AW Vmax = 16.2.k Vc:= = 0.07 < 1.0 OK fly Vc f p M Z to = 18.7•ksi fbplate b late = = 0.52 < 1.0 OK FY Use L3x2x1/4 by 6"Wide Steel Angle Bolt Analysis: Frame To Clip V,/- T := 0.01b \j= " V z V:= ./(86361b)2+ (11701b)2 = 8714.9 lb (Ref. RISA Output) nb := 4.0 Number of Bolts ns := 2.0 Number of Sides Tall := 5386lb Allowable Tension Vail := 2843Ib Allowable Shear Vbear ns•1406Ib = 2812.0 lb Allowable Bearing T = 0.00 < 1.0OK V — 0.77 < 1.0OK Tap nb•min(Van,Vbear) T + V — 0.77 < 1.0OK nb'Tall nb min Vail,Vbear) STARLING MADISON Sheet No.: Cj 2 SIVL LOFQUIST INC. 5224 S. 39th STEET Job No.: 1039-17 PHOENIX, ARIZONA 85040 (602) 438-2500 Date: 12/11/2017 BY: J. Light, Clip to Tube \/;.=T := 1171Ib (Ref. RISA Output) \,(4:1_V:= 8636Ib nb := 4.0 Number of Bolts ns := 2.0 Number of Sides Tall := 42001b Allowable Tension Vail := ns-22081b = 4416.0 lb Allowable Shear Vbear:= ns•1406Ib = 2812.0 lb Allowable Bearing T = 0.07 < 1.0OK V = 0.77 < 1.0OK nb'Taii nbmin(Vall,Vbear) T + V = 0.84 < 1.00K nb'Tail nbmin(Vall,Vbear) - Provide (4) 1/2"Dia. SAE Grade 2 Thru-Bolt at Frame to Angle and (4) 1/2"Dia. SAE Grade 2 Thru-Bolts at Angle to Existing Structural Steel Tube. I VA Cl + ; I { f U / STARLING MADISON Sheet No.: C(3 LOFQUIST INC. 5224 S. 39th STEET Job No.: 1039-17 . 7‘, r PHOENIX, ARIZONA 85040 (602) 438-2500 Date: 12/11/2017 BY: J. Light, 4"x4"Alum.Tube to Top of Frame Weld Analysis: Applied Tension VX := 86361b (Ref. RISAAnalysis or Sheet S1.0 Applied Shear VZ := 11711b for Maximum Frame Reaction) R :=V Vx2+Vz2 = 8715.0lb Moment Arm To Weld Maim := 4.0in Moment at Weld Mw := Vz'Marm = 4684.0-lb-in Depth of Weld d := 4.0in Width of Weld b := 4.0in = 4.0•in Weld Bending Property Sweld := 13-d = 16.0•int Length of Weld Lw := 2d+5.0in = 13.0•in Weld Thickness Sw := 0.125in Filler Shear Strength Fsuw := 11.5ksi Ultimate Shear Strength Fsu 6063:= 8.0ksi Ultimate Tensile Strength Ftu 6063 := 17ksi Fsw := min Fsuw'Sw 2 ,Fsu_6063'Sw,Ftu 6063'Sw 1 I = 1.000 n (ADM J.2) fsw := Mw + R fsw = 0.963-- = 0.963 < 1.0 Therefore OK Sweld in Fsw Use 1/8" Fillet Weld 4" Long Two Sides at 4x4 Alum. Tube to Top of Frame and Horizontal Location. STARLING MADISON Sheet No.: 941LOFQUIST INC. 5224 S. 39th STEET Job No.: 1039-17 v. }A. __ PHOENIX, ARIZONA 85040 (602) 438-2500 Date: 12/11/2017 BY: J. Light, Signage Analysis Paneling (ACM,Alumalite, Backer& LED Lights): Length of Panel Lpan := 88.5in Height of Panel Hpan := 120.375in Panel Weight wrD = 5.0-psf Logo Sign: Lenght of Logo Sign Lsign := 71.625in Height of Logo Sign Hsign := 72.625in Thickness of Logo Sign tsign := 0.25in (Per Architectural Drawings) Acrylic Density rya := 0.0426Ib- in3 Aluminum Framing: Area of 2x5x1/8 Alum. Tube Atube := 1.54in2 Aluminum Density 7a1:= 0.1Ib_ in3 Dead Load Due to Panel Pdpan := Lpan'Hpan'wrD = 369.9 lb Dead Load Due to Logo Plogo := Lsign•Hsign'tsign''ya = 55.4lb Dead Load Due to P A 2L Almuminum Framing alum := tube''yal'� pan+ 2H pan) = 64.3 lb Total Dead Load Pd := Pdpan + Plogo+ Palum = 489.6 lb Use Total Dead Load As Pd := 500.0Ib Out of Plane Wind Suction qp = 27.0•psf STARLING MADISON Sheet No.: 1) LOFQUIST INC. 5224 S. 39th STEET Job No.: 1039-17 PHOENIX, ARIZONA 85040 (602) 438-2500 Date: 12/11/2017 BY: J. Light, Signage Analysis: (cont'd) Seismic Properties SDS := 0.723 Short period seismic acceleration coefficient R := 3 Response modification coefficient for ordinary braced frames I := 1.0 Importance factor ap := 1.0 component amplification factor Rp := 2.5 component response modification factor z := 156in height in structure of point of attachment h := 156in average roof height of structure ucture 9 Seismic Signage Load wtotal Pd = 500.0 lb Total Dead Load F • 0.4•ap•SDS•(wtotal_2) 1 +2 h = 86.81b p • \ / P Fpmax 1.6•Sips-I-(wtotal _2) = 289.2 lb Fpmin := 0.3 SDS'I•(wtotal_2) = 54.2 lb Fp_horizl max(Fpmin,min(Fp,Fpmax)) = 86.8Ib Fp vert 0.2•SDS'wtotal = 72.3 lb Lateral Wind Signage Load Out of Plane Wind Suction qp = 27.0.psf Total Sign Area Asign := Lpan'Hpan = 74.0ft2'0 Total Lateral Wind Load Pw := gp•Asign = 1997.5 lb Load Combinations Maximum out of Plane Load Phoriz max(0.7•Fp_horizl,0.6•Pw) = 1198.5 lb (Wind Controls Design) Maximum Vertical Load Pvert max(Pd +0.7-Fp_vert,0.6•Pd + 0.7•Fp_vert) Pvert = 550.6 lb • 1/4"X1-1/4"X2"ALUM.ANGLE ti I I__ jimil • ! ATTACHMENT CLIP @ 12"O.C. %__-' = CUSTOM 3/4"0 LUG 1�1 i • : 3/8"-16 INTERNAL THREAD WELDED INTO TUBE FRAME ,',',( 1,yr s,.',,A,,,l • i. 3/4"0 STANDOFF r j ,3'I z�• r f : : rJ3SLICONE ill 3,I • ! SEA A1i ii„ig"--' 0 3/8"-16 X 3"BOLT, TYP.20 PLACES ail .�a';� 1 ► • i� 1-1/4 X2-1/2 X1/8"ALUM. TUBE iww)lit"di I)�l'1� ti �Ilri(km, i I1V1(IlM 111,Lfill J is " Citi,I11[('11111,VCl tl'',V{p4_,1V,��11;111'J'IVIIIII l 1 ,11 • I. hi r�1 s,,,,...............,..........................., ... 1110 II e`1�d+VfG�9'1i'h�ou?t ' 31 N � ,FAs1-1.l✓i:il x'00 STARLING MADISON Sheet No.: q LOFQUIST INC. 5224 S. 39th STEET Job No.: 1039-17 -x ---•— PHOENIX, ARIZONA 85040 (602) 438-2500 Dote: 12/11/2017 BY: J. Light, Signage Analysis: (cont'd) 3/8" Dia. Bolt Analysis(F1) Number of Attachments na := 20.0 Allowable Tension Tall := 2294Ib Allowable Shear Vail := 1194Ib Applied Tension T := Phoriz_ na = 59.9 lb Applied Shear V:= Pvert: na = 27.5lb V +T = 0.05 < 1.0OK Vail Tall Provide 3/8" Dia. Bolt at each attachment location. 1/8"Fillet Weld All-Arround EA. Side of Alum. Standoff Ok by Insp. #12 SDST Screws at Alum. Tube to Alum.Angle (F2) Number of Attachments na = 20.0 Applied Tension T := Phoriz_ na = 59.9 lb Applied Shear V:= PYet_ na = 27.5lb Moment Arm to Screw d := 1.25in Distance to Edge of Angle dt:= 0.625in Tension Load Due to TappT d — dt119.8 lb Moment At Screw = Allowable#12 12-14 Drill Flex Taii := 313Ib Screw Tension Allowable#12 12-14 Drill Flex Vaii := 599lb Screw Shear Tapp = 0.38 < 1.0 OK V = 0.05 < 1.0 OK Tall Vali Interaction Check Tapp + V = 0.43 < 1.0 OK Tall Vali Provide#12 12-14 Drill Flex Screw at Alum. Tube to Alum.Angle ateach attachment location. STARLING MADISON Sheet No.: G . LOFQUIST INC. 5224 S. 39th STEET Job No.: 1039-17 —__ PHOENIX,ARIZONA 85040 (602) 438-2500 Date: 12/11/2017 BY: J. Light, Signage Analysis: (cont'd) Aluminum Plate Bending: Section Properties: Alum. Modulus of Elasticity E:= 10100ksi Alum. Shear Modulus G := 3800ksi Plate Width w:= 2.0in Plate Thickness t := 0.25in Aluminum Area A:= t•w= 0.500•in2 Moment of Inertia I := w t3- 12 = 0.003•in4 Section Modulus SX := w•t2_6 = 0.021•in3 Moment Arm L := 2.25in Number of Attachments na = 20.0 Allowable Stress: (5052-H32 Welded): S := h• { = 0.0 Fb42 welded 7.5ksi Fb Fb42 welded = 7.5•ksi Loads: Phoriz V := = 59.91b na M := V•L = 11.2ft•Ib Check Bending Stress: f fp := M = 6.5•ksi b = 0.863 < 1.00K SX Fb Use 1/4"x 1-1/2"x 4"Aluminum Angle. Aluminum Angle to be 2"Wide. STARLINGMADISON Sheet No.: _ LOFQUISTcrf INC. —,— 5224 S. 39th STEET Job No.: 1039-17 --- PHOENIX, ARIZONA 85040 (602) 438-2500 Date: 12/11/2017 BY: J. Light, Signage Analysis: (cont'd) #12 Wood/Sheet Metal Screw at Alum.Angle to Plywood Sheathing (F3) Number of Attachments na = 20.0 Applied Tension T := Phoriz_ na = 59.9 lb Applied Shear V:= Pvert_ na = 27.5 lb Moment Arm to Screw d := 2.125in Distance to Edge of Angle d4 := 3.375in Tension Load Due to T.5.25in Moment At Screw Tapp d4 = 93.2 lb Safety Factor SF := 4.0 Duration Factor Cd := 1.6 Allowable#14 Wood/Sheet Metal SF Screw Withdrawal Per APA E830C Tall := 3101b= = 124.OIb Cd Allowable#14 Wood/Sheet Metal V =_ 5901b-CF = 236.01b Screw Shear Per APA E830C ail Cd Tapp = 0.75 < 1.O OK V = 0.12 < 1.O OK Tall Vali Interaction Check Tapp } V = 0.87 < 1.0 OK Tali Vail Use#12 Wood/Sheet Metal Screw at Alum.Angle to Plywood Sheathing. Plywood Sheathing to be Min.. 1/2"Thick. Provide Minimum 3.375" Edge Distance at Alum.Anlge. Minimum of 20 Attachment Points Per NDF Drawing LS1. STARLING MADISON Sheet No.: )J . LOFQUIST INC. 5224 S. 39th STEET Job No.: 1039-17 F PHOENIX, ARIZONA 85040 (602) 438-2500 Dote: 12/11/2017 BY: J. Light, Signage Analysis: (cont'd) 1/4"Self-Drilling Screws at Alum.Angle to Steel Studs(F3)-Alt.Attachment Number of Attachments na = 20.0 Applied Tension T := Phoriz- na = 59.9 lb Applied Shear V:= Overt_ na = 27.5lb Moment Arm to Screw d := 2.0in Distance to Edge of Angle d4 := 3.375in Tension Load Due to Tapp := T•d _ d4 = 35.5 lb Moment At Screw Allowable#12 SDST Screw Tail — 1561b Pull-Out Per SSMA(16 Ga. Min) •— Allowable#12 SDST Screw V := 3941b Shear Per SSMA(16 Ga. Min) all Tann V = 0.23 < 1.0 OK = 0.07 < 1.0 OK Tall Vali Interaction Check Tapp + V = 0.3 < 1.0 OK Tali Vali Use#12 SDST Screws at Alum.Angle to Min. 16 GA Metal Studs. Provide Minimum 3.375"Edge Distance at Alum.Anlge. Minimum of 20 Attachment Points Per NDF Drawing LS1. TABLE 20.2:Fastener Capacity SAE Gr•ade 2 Steelif•or�Dianateis up`•thru'9/18"-(MC• ,Threads)- ` Men Material Thickness obs) Nominal D A(R) to Equal Tenses Capacity of Maximum Tensile toad(lbs)for Fastener Notrinal A(S) Thread Mow able Shear Allowable Bearing(lbs) Fastener(in) Available 3/8"Rate Thickness Diameter Thread Tensile Root Allowable 1/8" 1/8" 1/8" 3/8" 3/8" 3/8" &Threads Diarrneter Stress Area Area Tension Single Double Steel Alturin utt AlurtiYnum Steel Aluminum Aluminum per Inch (In) (Ins) s) (s) (Ps) (Mrs) A36 6063-T5 6063-T6 A36 6063-T5 606346 A36 6063-T5 6063-16 #8-32 0.1380 0.0091 0.0078 224 111 222 900 253 345 0.0988 0.2005 0.1522 224 224 224 #8-32 0.1640 0.0140 0.0124 346 177 363 1,070 301 410 0.1282 0.2487 0.1900 346 346 346 #10-24 0.1900 0.0175 0.0151 432 216 431 1,240 348 475 0.1385 0.2524 0.1951 432 432 432 #12-24 02160 0.0242 0.0214 696 304 808 1,409 396 540 0.1679 0.3044 0.2274 596 598 596 . 1/4-20 0.2500 0.0318 0.0280 786 398 798 1,631 458 626 0.1911 0.3404 0.2497 785 785 785 8- 8 0.3125 0.0524 0.0469 1,552 801 1,803 2,039 573 781 0.2607 >3/8" 0.3276 1,552 1,303 1,552 18 0.3750 0.0775 0.0899 7 2,294) ,1,194 1 2,389 2,447 688 938 0.2742 >3/8" >3/8" 2,294 1,572 2,144 7/16-14 0.4375 0.1063 0.0961 3,147 1,843 3 286 2,855 802 1,094 0.2945 >3/8" >3/8" 3,147 1,873 2,554 1/2-13. 0.500() 0.1419 0.1292 14,2001 Ern 3,283 917 1 I_ 0.3183 >3/8" >3/8" 4,200 2,140 2,918 9/18-12 0.5625 0.1819 0.1864 05,386 12,04,3 5,687 3,670 1,031 11,406 0.3511 >3/8" >3/8" 5,388 2,444 3,333 : •,- .'SAEGrade2Steel:(SpacedtThreads)• , . ' Minimum Material Thickness(Mrs) Nominal D A(R) to Equal Tensile Capaciy of MaximumTensie Load(ibs)for Fastener Nominal K Thread Mow able Shear Allow able Bearing(lbs) Fastener(in) Available 3/8"Plate Thickness Diameter Thread Basic Minor Root Allowable 1/8" 1/8" 1/8" 3/8" 3/8" 3/8" &Threads Diameter Diameter Area Tension Single Double Steel Aluminum Aluminum Steel Aluninum Aluminum inum per inch (in) (in) ons) (lbs) (ins) (les) A36 606345 6063-1hi A36 6063-T5 6063-1B A36 606346 6063-T6 #8-20 0.1380 0.0990 0.0077 190 110 219 900 253 345 0.1191 0.1418 0.1191 190 190 190 #8-18 0.1640 0.1160 0.0106 281 151 301 1,070 301 410 0.1437 0.1611 0.1437 281 261 261 #10-16 0.1900 0.1350 0.0143 353 204 408 1,240 348 475 0.1401 0.1852 0.1516 353 353 353 #12-14 0.2160 0.1570 0.0194 478 276 551 1,409 396 540 0.1820 02166 0.1820 478 478 478 1/4-14 02500 0.1850 0.0269 663 383 766 1,631 458 625 0.1797 02418 0.1967 663 663 663 5/16-12 0.3125 02360 0.0437 1,295 748 1,495 2,039 573 781 02428 0.3026 0.2453 1,295 1,295 1,295 3/8-12 0.3750 02990 0.0702 2,078 1,200 2,400 2,447 688 938 0.2811 >3/8" 0.2969 2,078 2,017 2,078 SAE Grade 21s 9/16") For All Diameters Effective Area(UNC Threads) Effective Area(Spaced Threads) Fu(Allo.Ultimate Tensile'Strength) 74,000,psi. .: FT=Fu/SF A(R)=Tr(D•1.2269/N)2/4 A(R)=nKs/4 •Fr(Mow.Tensile Stress%1X1/4")' 24;667:psi, i Allowable Tension=Fr[A(S)] A(S)=Tr(D-0.9743/N)2/4 A(S)=itle/4 Fr(Allow.Tensile.Stress;11>1/4")' 29;600'psi' Fv=Fu/(SF x sq rt(3)) Fv(Allowable Shear D51(4) • 14,241 psi ! Allowable Single Shear=Fv(A(R)) W(Allowable&Shear Strass;;D>1/4"). 17;090.ps1' NOTE 4: 1. Values are taken from AISC,ASTM,IFI,SAE and AA documents. K values for spaced threads are taken as the minimum values in IFI Fastener Handbook 8th Ed. 2. Safety Factor used for fasteners with diameters 1/4"or less is 3.0,Safety Factor used for fasteners with diameters 5/16"or greater is 2.5. AAAA TIR A9-14 Page 43, Copyright by the American Architectural Manufact rers As/iodation(AAAA).This document was purchased by,Igsac UZI of asinablimgigalafguitIna,on Tue Oct 21 2014.0 may not be reproduced.republished or distributed in any foment without the express written consent of HAMA. s p - Drii-Flex° Structural Drill Screws M • Technical information Made In € the U.S.A. P. `: Pull-out Tests—Steel Pull-out Tests—Aluminum Pull-out values shown are in lbs. Pull-out values shown are in lbs. Steel Aluminum 6063.15 Screw Point Drill Screw .Point Drill 1 Ji Size Type Cap.i '18 16 14. 12 ; 1/8 3/16 1/4 15/16 Size Type :Cap. 1/8" l 1/4" 3/8 10-16 3 .150 396 501 634 1595 1693 10-16 3 .150. 12-14 3 .187 396 527 710 1678 2061 2898 12-14 3 .187 9$91 2286 • ti 1/414 3 .210 398 530 686 1950 2264 3919 1/4-14 3 .210 1003 2424 P 1/4-20 4 .312 516 649 1912 2296 2928 3561 4488 1/4-20 4 .3 897 2075 3683 • i5/16-24 4 .312 2148 2573 4226 5424 6622 5/18-24 4 .31 1043 2566 � 3 E7E' I Shear Tests-Steel Shear Tests-Aluminum �j�� i Shear values shown are in lbs. Shear values shown are in lbs. 4 Steel Aluminum 6063-T5 Screw Point Drill `s Screw Point Drill 18-18 18-14 16.16 14-14 .1/8"- 3/16". 1/4" Size Type Cap. 1_/8 1/8", 1/8"'1/4 Size Type Cap. gauge gauge gauge gauge 3/16" 1/4 12 gauge 1046 3 .150 1466 10-16 3 _ .150 1362 1733 1462 12-14 3 .187 —1-7-91- 1 2483 12-14 3 .187 1315 2118 1655 1816 • 1/414 3 .210 1395 2313 1681 2417 2600 1/414 3 .210 1996 2883 s 1/4-20 4 .312 1350 2086 1582 2450 2814 2810 2706 V4-20 4 .312 2006 2926 5/16-24 4 .312 5486 5283 4761 5/16-24 4 .312 1849 2926 1'4cl'11ss =DE IriO I NOTE:All test setups and dimensions were as limited and outlined in AISI Test Method for Mechanically Fastened Cold-Formed Steel Conne f (CF92-1)document.Performance values listed are ultimate values obtained under laboratory conditions. k g • Comparison to Stainless Steel Screws Embrittlement Tests f Galvanic Series 300 series stainless steel fasteners Embrittlement testing of Dril-Flex screws was Anodic End provide high resistance to hydrogen Performed In accordance to ASTM F1624-06. Metal/Alloy EMF(v). embrittlement failures.However, Fastener lots were tested to determine their Magnesium -1.60 stainless steel is galvanically Threshold Stress Limits for both Internal Hydro- 1; Zinc -1.10 incompatible with aluminum gen Embrittlement and Environmental Hydrogen Alum(5000,6000,7000)............ -.75 or steel panels.In this case, Embrittlement. Threshold Stress Limit is the iron,Low Alloy Steels -.70 stainless steel fasteners trigger a stress level below which no time-dependent E. Alum(2000) so sacrificial action,which can lead cracking will occur.Above this level,subcritical I Lead 55 r to degradation of the panel and cracking that leads to time-delayed fracture 18%Chromium Steel.......... ... ... 35 or embrittiement mayoccur if the fastener Is Naval Brass.. -.30 loosening of the fastener. Brass,Bronze -.25 exposed to a hydrogen environment. ( Austenitic Stainless(300 Series).. -.20 A dual-hardening process allows Embrittlement Test Results Nickel........... ..._.... ..._..._. _.. 15 Dril-Flex°fasteners to provide •Drii-Flex fasteners have a hardness range of Silver. -- 0 high strength and resistance to Gold. _ HRC 28-34,which is roughly equivalent to J is End hydrogen embrittlement failures. a SAE Grade 5 fastener(HRC 25-34). Ceti i Their Stalgard°finish provides iin the presence of moisture,materials higher corrosion resistance several times •Dril-Flex fasteners showed resistance to the on the list will be sacrificial to materials lower greater than other commonly- effect of hydrogen-assisted cracking when on the to The greater the Eonoftdifferential. used finishes.If an environment is loaded to 75%of their tensile strength.This the gr tothe a hosacdeinaificial galy nicceesnode is within accepted industry guidelines for to the cathode in a galvanic cell. corrosive enough to significantly affect the Stalgard finish,the in-service loading conditions. potential for significant degradation of the aluminum/stainless steel •Dril-Flex fasteners showed no degradation or assembly would also exist. failures in tensile strength below their ulti- Approvals mate tensile strength. •ICC ES ER-4780 Legacy Report Identification •COLA(City of Los Angeles)Research Report#25095 (hex washer Eico° +,/, raised head shown) logo . circle NOTE:All performance data shown is based on tests performed under laboratory conditions at independent construction testing facilities.The appropriateessafety factor should be applied and code requirements factored into specification and use of these fasteners.A safety factor of 4:1 or 25%of the ultimate average values shown is generally accepted as an appropriate working load.Final determination of the appropriate safety factor and use of these fasteners is the sole responsibility of the user.specifying Engineer.Architect or other responsible person designing the connection.Due to a wide variety of application conditions or intervening factors not under our control,we assume no liability for the use of the information provided in this document.For additional product information and technical assistance,please contact Elco directly at 1400-435-7213. 17 i3 Back to Table of Contents \...,',\,,,,V _,_,,. ,,"-."__;." ,-"-„,---, .".„,,,.t.s • Screw ariaWeld,Chill cities 1 5 ^� .. 's` , 4-�#; -t `4 E . :q ,4s SSMA .rv4._s�"� ..v.��,s_.a�.u..rv<a�.s.�,»z,..,._x..r�,,.. �.�,e..� _. 3��. �,,.,..;...mar.-,....� .w.. ....a a�..:.a��„ .:.a. �, .,,.� _,r SSMA. Screw Capacities Table Notes 1. Capacities based on AISI S100 Section E4. 6. Pull-out capacity is based on the lesser of pull-out capacity in 2. When connecting materials of different steel thicknesses or sheet closest to screw tip or tension strength of screw. tensile strengths,use the lowest values.Tabulated values 7. Pull-over capacity is based on the lesser of pull-over capacity for assume two sheets of equal thickness are connected, sheet closest to screw header or tension strength of screw. 3. Capacities are based on Allowable Strength Design(ASD)and 8. Values are for pure shear or tension loads.See AISI Section E4.5 include safety factor of 3.0. for combined shear and pull-over. 4. Where multiple fasteners are used,screws are assumed to 9. Screw Shear(Pss),tension(Pts),diameter,and head diameter have a center-to-center spacing of at least 3 times the nominal are from CFSEI Tech Note(F701-12). diameter(d). 10.Screw shear strength is the average value,and tension strength 5. Screws are assumed to have a center-of-screw to edge-of-steel is the lowest value listed in CFSEI Tech Note(F701-12). dimension of at least 1.5 times the nominal diameter(d)of the 11.Higher values for screw strength(Pss,Pts),may be obtained by screw. specifying screws from a specific manufacturer. Allowable Screw Connection Capacity(lbs) . #6Sciew Ascii., #10 Screw 1125ueyv ! 3:"Screw Thickness Design Fri (Pss=643Ws,Pts=4191bs) (Pss=1278lbs,Pts.586lbs) (Pss=16441bs,Pts=1158lbs)(Psse23301bs,Pts e2326lbs)(Pare 3048lba,Pts=3201lbs) imesad Tensile (Mils) MIL'. '(ksi) 0.138"die,0.272'Head 0164"die,0.272'Head 0.190"die,0.340"Head 0,216"dba,0.340"Head 0.250"die,0.409"Head Shear Pull-Out Pull-Over Shear Pull-Out Pull-Over Shear Pull-Out Pull-Over Shear Pull-Out Pull-Over Shear Pull-Out Pull-Over 18 0.0188 33 33 44 24 84 48 29 84 52 33 105 55 38 105 60 44 127 27 0.0283 33 33 82 37 127 89 43 127 96 50 159 102 57 159 110 66 191 �, K. 30 0.0312 33 33 95 40 140 103 48 140 111 55 175 118 63 175 127 73 211 33 0.0348 33 45 151 61 140 164 72 195 177 84 265 188 95 265 203 110 318 --43_,.., 0.0451 33 45 214 79 140 244 94 195 263 109 345 345 302 144 415 54 1 0.0566 1 33 45 214 100 140 344 118 195 370 137 386 394 156 433 424 180 521 68 0.0713 33 45 214 125 140 426 149 195 523 173 386 545 600 227 656 97 0.1017 33 45 214 140 140 426 195 195 548 246 386 777 280 775 1,016 324 936 118 0.1242 33 45 214 140 140 426 195 195 548 301 386 777 342 775 1,016 396 1.067 54 0.0566 50 65 214 140 140 426 171 195 534 198 386 569 225 625 613 261 752 68 0.0713 50 65 214 140 140 426 195 195 548 249 386 777 284 775 866 328 948 97 0.1017 50 85 214 140 140 426 195 195 548 356 386 777 405 775 1,016 468 1,067 118 0.1242 50 65 214 140 140 426 195 195 548 386 386 777 494 775 1,016 572 1,067 Weld Capacities Table Notes 1. Capacities based on the AISI S100 Specification Sections E2.4 for 6. Transverse capacity is loading in perpendicular direction of the fillet welds and E2.5 for flare groove welds. length of the weld. 2. When connecting materials of different steel thicknesses or 7. For flare groove welds,the effective throat of weld is tensile strengths,use the lowest values. conservatively assumed to be less than 2t. 3. Capacities are based on Allowable Strength Design(ASD). 8. For longitudinal fillet welds,a minimum value of EQ E2.4-1, 4. Weld capacities are based on E60 electrodes.For material E2.4-2,and E2.4-4 was used. thinner than 68 mil,0.030"to 0.035"diameter wire electrodes 9. For transverse fillet welds,a minimum value of EQ E2.4-3 and may provide best results. E2.4-4 was used. S. Longitudinal capacity is considered to be loading in the direction 10.For longitudinal flare groove welds,a minimum value of of the length of the weld. EQ E2.5-2 and E2.5-3 was used. Allowable Weld Capacity(lbs l int Fu Fillet Welds Flare oroaveWeids -Thicimess 'pi" � �Xl�d � Teni)e ='- � . = - _ .. (Mile) Thickness _ 040 fro Longitudinal Transverse Longitudinal Transverse 43 0.0451 33 45 499 864 544 663 54 0.0566 33 45 626 1084 682 832 68 0.0713 33 45 789 1365 859 1048 97 0.1017 33 45 1125 1269 -' -' 54 0.0566 50 65 905 1566 985 1202 68 0.0713 50 65 1140 1972 1241 1514 97 0.1017 50 65 1269 1269 -' 'Weld capacity for material thickness greater than 0.10'requires engineering judgment to determine leg of welds,WI and W2. Copyright©2013 by SSMA WWW.SSMA.cOm 4 60 1111. ,LL Fastener Loads for Plywood—Screws 12 a shear specimen and joint behavior is dependent upon TABLE 1 the shear strength of the SCREWS:METAL-TO-PLYWOOD CONNECTIONS'°t fastener. Shear failure of the Depth of Average Ultimate Lateral Load(lbf)(b) Threaded screw shank occurs at the Penetration Wood Screws Sheet Metal Screws wood-metal interface. inch #8 #10 #12 #8 #10 #12 1 415 (500) L5901 465 (565) 670 c) The metal-critical joint may 5/8 — — — 500 (600) 705 3/4 — — — 590 (655) 715 fail in one of two ways.Failure (a)Plywood was C-D grade with exterior glue(all plies Group 1),face grain parallel to load.Side occurs when the resistance of plate was 3/16"-thick steel. the screw head to embedment (b)Values are not design values.Values in parentheses are estimates based on other tests. is greater than the resistance Q Q of the metal to lateral and! or withdrawal load, and the r Vscrew tears through or away V1from the metal. Failure also � �� "occurs when thin metal in a tKim:a'C lia® m• C metal to panel joint crushes or 1" illv iqvile-, ig. tears away from the screw. T l k. z The following test data are pre- Via? sented for plywood only. �1 Tables 1 and 2 present average ultimate lateral loads for wood- and sheet-metal-screw connec- TABLE 2 tions in plywood-and-metal SHEET METAL SCREWS:PLYWOOD-TO-METAL CONNECTIONS'°) joints. The end distance of the Plywood Average Ultimate Lateral Load(lbf)tbt loaded-edge in these tests was Performance Screw Size 1/4"-20 Self one inch. Plywood face grain Framing Category #8 #10 #12 #14 Tapping Screw was parallel to the load since this 0.080-inch 1/4 330 360 390 410 590 1/2 630 850* 860 920 970 direction yields the lowest lat- Aluminum 3/4 910' 930' 1250 1330 1440 eral loads when the joint is ply- 0.078-inch 1/4 360 380 400 410 650 wood-critical. All wood-screw Galvanized 1/2 700* 890* 900 920 970 Steel(14 gage) 3/4 700* 950* 1300* 1390* 1500 specimens were tested with a a Plywood was A-C EXT(all plies Group 1),face grain parallel to load. 3/16-inch-thick steel side plate, (b)Values are not design values.Loads denoted by on asterisk(')were limited by screw-to-from- and values should be modified if ing strength;others were limited by plywood strength. thinner steel is used. Q 1 e f i€ V.p®“t11“ J $5C 4; i P y F N5 Form No.E830E•©2011 APA—The Engineered Wood Association■www.apawood.org Fastener Loads for Plywood—Screws 3 Withdrawal: Tables 3 and 4 present average ultimate withdrawal loads for TABLE 3 wood and sheet metal screws in WOOD AND SHEET METAL SCREWS:METAL-TO-PLYWOOD CONNECTIONStOM plywood-and-metal joints,based Depth of Average Ultimate Withdrawal Load(lbf) on analysis of test results.Wood. Threaded Screw Size Y Penetration screws are threaded for only (inch) #6 #8 #10 #12 #14 #16 2/3 of their length. Sheet metal3/8 150 180 205 _ 11/2 1 200 240 275 1 315 350 screws typically have higher 5/8 250 295 345 390 440 — ultimate load than wood screws 3/4 300 355 415 470 525 — in the smaller gages because of 1 _ _ _ 625 700 775 1_7/g 705 790 875 their full-length thread. 2-1/4 — — — — 1580 — (o)Plywood was C-D grade with exterior glue(all plies Group 1). Values shown in Table 3 for (b)Values are not design values. wood screws are based on 1/4- inch protrusion of the woOd (lJ screw from the back of the panel. fy iglu M.q 1 7-1 This was to assure measurable F length of thread embedment in ��:_,.,":—,�' � � � �� * �� -� ,�° -��f,� the wood, since the tip of the -",fre9�si lr :,�C�\; -�`\C{ tapered wood screw may be - :i % ?.. .. " •,-•:i ,.._ smaller than the pilot hole. This i 0.25" was not a factor for sheet metal Wood Screw Sheet Metal Screw screws due to their uniform shank diameters. TABLE 4 SHEET METAL SCREWS:PLYWOOD-TO-METAL CONNECTIONSI°I Average Ultimate Withdrawal Load(lbf)tht Plywood Screw Size Performance 1/4"-20 Self Framing Category #8 #10 #12 #14 Tapping Screw 0.080-inch 1/4 130 150 170 180 220 1/2 350 470 500 520 500 Aluminum 3/4 660 680 790 850' 790' 0.078-inch 1/4 130 150 170 180 220 Galvanized 1/2 350 470 500 520 500 Steel(14 gage) 3/4 660 680 800 900 850 (o)Plywood wos A-C EXT(all plies Group 1). (b)Values are not design values.Loads denoted by an asterisk(')were limited by screw-to-metal- framing strength;others were limited by plywood strength. r:,iY /" -40::l -./ 1 1r I Form No.E830E•©2011 APA—The Engineered Wood Association■www.apawood.org A, ,L Simpson Strong-Tie',Anchoring and Fastening Systems for Concrete and Masonry StMPSc, Titen® Concrete and Masonry Screw stronge r Blue Titen®Product Data(3/te" diameter) Blue Titen®Product Data(1/4" diameter) I,. Size , j t3riltstt I , tluat-- - ,: , `Urd!Bit # t amity -P19,-, I INo_det No 1 sOlameter r Ntode1 Nor t)ta ter 1--- �-; pp pr � me t ff..- 4,f....*.. I7.,ox� F Cartop, '? "7 xs of /1 R s' ;.�+...� ,r_ 3,:x` . � .,s, ,..,�,�' � ..,. ,i -'" ,= Y� ` c-.w_rTV`52 F''�x�V4rfgll i 3/i6 x 1'/a J TTN18114H ! 1600 'Aa x 1.1/4.....i,„ TTN25114H i ! 1600_ j M,s x 1/4 I TTN18134H l r 500 _A x 13/4 TTN25134H ! 500 1 I 3/is x 2'/a I_TTN18214H _! j I 500 34 x 23/a I TTN25214H i I I 500 I !i F, i3/16 x 2�a TTN18234H 5/az 100 500 j 3/a x 23/af TTN25234H ! 500 i ` 3/is x 31/a i TTN18314H I 400 y 1/4 x 31/4 TTN25314H 3/s 100 j _400 -j x 3/is x 33/4 TTN18334H 400 1/a x 33/a ' TTN25334H 400- n € ;' s x 4 TTN1840DH ' i " 1 400 /ax4 I TTN25400H 400 ,: `_3/,s x 134 i TTN18114PF 1 1600 I 1/a)-(-5 , T_TN25500H I __400 -;,-?7,1:-,,,,-,1,,,:, 3/i6 x 13/4 `f TTN18134_PF - 500 r '/a x 6 TTN25600H ; 1 400 ` 3/is x2 Ya ( TTN18214PF j 500_ t 1/a x 11/a _TTN25114PF ! 1600 Q 3/is x 23/a }I TTN18234PF 5/3z 100 L 500 j 1 1/4 x 13/4 - _TTN25134PF I_ 500 3/is x 31/4_1__TTN18314PF i ' 400 1 i_'/4 x 21/4 -ITN- I 500 * ; U 3/is x 33/a TTN18334PF ) _ 400 � I__1/a x 23/a_ TfN25234PF 1 _500 � 3/is x 4- TTN18400PF ) ` 400 ! + Ya x 31/a TTN25314PF is I 100 400 •! h p _______L_______ ---- '/a x 33/4-I------------ , I i ---400 Q 1.H Suffix:Hex-Head,PF Suffix:Phillips Flat-Head. ! TTN25334PF I /4 x 4 1 TTN25400PF I L 400 _j '%4 x 5 TTN25500PF _- 400 i "' i L_._.../4 x 6 I TTN25600PF - 1 � '� _.__. (.___..__. ----400 ( t� ,� C 1.H Suffix:Hex-Head,PF Suffix:Phillips Flat-Head. , o White Titen®Product Data(Phillips Flat Head) 4) size ; € PlittBtt f Quantity _t Model No ) Diameter 1 --�---- ,� n (In•) � i -1,:„,-,411.,9,,,-,:.,1w ;Bol( . t -Cartorl �_N3/is x 11/4_{ TTNW18114PF 1600 ! Titen®Allowable Tension and i 3/is x 13/a ( TTNW18134PF j 500 Shear Loads in Face Shell of IBC A ®*' 3/is x 21/a 1TNW18214PF ! r Hollow and Grout Filled CMU �s� ®® I--__._._-.. 500 3/s x 2% ' TTNW18234PF yi ' 100 1 =) s 1 . h i 500 f�� enhent ttatuesiar6`oM1$'iig�itvi lghf � r 3/,s x 31/4 ' TTNW18314PF i gnit Embed Critical t~fied(unr We, of or Normal We, ht CMU- ` h 1 400 , U,a; t Ede g g � �. .. I -- ; - t 8,t i)epth ISpaitng g , ;q 3/,s x 33/a TTNW18334PF i I 400 �n D( Tenslgn Load Shsa1 Load 1---------- -- l Dta. �n rn 1w .� A) '/4 x 11/4 I TTNW25114PF ; T - -- 1600 I (mm) 1 to -,-- I -, Jtr (mm) (m�) ( ' Avg tilts Allow.'f Aug iJ)L �Allow � � ' 1/4 x 13/4 1 TTNW25134PF + 500 , , t , mrn, r lb,k lb ib kN kN 1/4 x 21/4 i TTNW25214PF 500 --' !- , . -- -` z r S . (kN)_) ( ) b{ ) 3/is 100 13/6 15 . 1 21/4 i 11/a I 542 ` 110 I 1,016 1 205 r 1/4x 23/4 TTNW25234PF , I 500 I(4.8)1 I (25.4) (57.2) I(28.6) , (2.4) ! (0.5) (4.5) i (0 9) 1/4 x 31/4 I TTNW25314PF I 1 400 1 1/4 13,�s 1 1 I 3 '` 11A I 740 150 1 1,242 I 250 .,,,;‘,1,,,,,,,,;,,,,,„ /4 x 33/4 TTNW25334PF 6.4 25.4 (762) 1 i , 400 ( ) ( ) (38.1)1 (3'3) (9,7).. (5.5) ' (1 1) rir 1.The tabulated allowable loads are based on a safety factor of 5.0. 2.Maximum anchor embedment is 1W(38.1 mm). Titen®Allowable Tension and Shear Loads [*1 A 011111 1 in Normal-Weight Concrete u'""! '� =`' „" iCrl.--, Tension Load {I - Shear L,ad� Dia 'Drib s Embeda Gr,huat 1 c4 2,000 psi •_ 1 a'4,b00 psi # s2 2 000 pst. �'Edge E ° �# Bits t7epth i.Spacing, m Dist. 1(13.8 MPa)Concrete(27 6 MPa) onerete( $MPa Concrete t )I in (mm)_I (mm} In tilttmate Allowable ultimate Altowabie l)lhmatel•)lllowable { (;tmmm 1 lb(kN) ; lb(kN) I---lb,(1(N) ,lb (kN) ...,lb (kN) I:lb(kN).< 3/s ! ; 1 1 21/a 1 11/a 1 500 1 125 640 160 I 1,020 1 255 (4.8) ; (25.4) 1 (57.2) i (28.6) 1 (2.2) 1(0.6) i (2.8) ' (0 7) ; (4.5) I (1.1) 3/is 1 5/ 11A I 21/4 11A I 1,220 I 305 � 1,850 460 � 1,670 400 1 (4.8) 1 (38_1) 1 (57.2) ; (28.6) L (5.4) I (1.4) I (8.2) i (20) i (7•4) (1.8) 1 i`---'i j-- :-- - -1 1/4 1 3/,s 1 , 3 I 11/2 1 580 I 145 I 726 ; 180 900 225 (6A)I A6 (254) 1.(76_2) 1 (38.1)-1_._(2.6) I 0.6) i (3.2) (0.8) ;--(4.0) I__ILL) �x 1/4 3/,s t 11/x 3 I 11/2 11,460 365 2,006 1 -500 1 1,600 400 (6.4) ` (38.1) (76.2)1(38.1); (6.5) (1.6) ;- (8.9) (2.2) I p.1) (1.8) j 1.Maximum anchor embedment is 1 1/s'(38.1 mm). 2.Concrete must be minimum 1.5 x embedment. _. i� 4. See page 12 for an explanation of the load table icons. I 204 -. I