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RECEIVED JUN 192012 CITY OF TIGRFD Consulting Engineers BUILDING DIVISION June 18, 2012 q t City of Tigard Appa.vAd Plans r �� ��� y Date � Mr. Randy Everman zdr-. — 5) Telsa Motors 3500 Deer Creek Road Palo Alto, CA 94304 REVISION- RE: Tesla Motors at Washington Square Tigard, Oregon Tenant Improvement OFFICE COPY Dear Randy, Attached please find sketches and calculations, dated June 18, 2012, which verify the structural adequacy of modified steel truss in the Tesla Motors tenant space at Washington Square, as shown on sketches SK -01 through SK -03, dated June 18, 2012, Design is based on the requirements of the 2010 Oregon Structural Specialty Code based on the 2009 International Building Code. If you have any questions or need further information, please call me Sincerely, • (7/ Ian K. Eikanas, P.E., S.E., LEED AP gt p CT V*t ,�to PRo1f IKE.kw 4 4 G I N a! 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C ons ul ting S tructura l an F orensic E ng i neer s 5224 South 39 Street, Phoenix, Arizona 85040 tel: (602) 438 -2500 fax: (602) 438 -2505 www.smleng.com Structural Calculations R JUN 0 1 2012 Project: Tesla Motors Storefront CITY OFTIGABD BUILDING DIVISION Aluminum Truss Design Location: Washington Square Mall Portland, OR 97223 l P2c4 27 rz Client: National Mallfront OFFICE COPY 901 Melinda Lane c? j z°:„.3 WS G. Phoenix, AZ 85027 REVISION Date: 4/26/12 Job No: 257 -12 By: NJR, PE . - . PRA -i 9225 PE 0FIEGON ) q ' la, . 4 4. CS .I L I EXP: 6/30/20 ho 1 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers by: njr STARLING MADISON LOFQUIST Date: 4/27/2012 INC. Page: 1 5224 S. 39th STEET - - -- PHOENIX, ARIZONA 85040 (602) 438-2500 FAX: (602) 438 -2505 TABLE OF CONTENTS Item Page(s) References 1 Design Criteria & Materials 2 - 3 Connection to Slab 4.0 - 4.6 Connection to Stud Framing 5 Glass Calculations 6 RISA Analysis 7.0 - 39 L3x3 Glass Support Angle 40 - 42 Codes and Standards 2006 International Building Code SEI /ASCE 7 -05 Minimum Design Loads for Buildings & Other Structures (ASCE) Building Code Requirements for Structural Concrete, (ACI 318 -05) ANSI /AISC 360 -05 Specification for Structural Steel Buildings (AISC) Aluminum Design Manual Specifications & Guidelines for Aluminum Structures, 2005 Edition (ADM) Specification for Structural Joints using ASTM A325 orA490 Bolts by the Research Council on Structural Connections www.boltcouncil.org Units: k:= 113-1000 klf := k•ft 1 plf := Ib•ft 1 ksf := k•ft 2 psf := Ib ft 2 kcf := k ft 3 pcf := lb-ft b ft 3 ksi : =kin 2 psi := lb-in 2 pci := lb in 3 SML Job No.: 257 -12b Job Location: Tesla Motors Washington Square Mall Portland, OR 97223 j STARLING MADISON LOFQUIST Date: 4/27/2012 INC. 5224 S. 39th STEET r Page: by: n 2 PHOENIX, ARIZONA 85040 (602) 438 -2500 FAX: (602) 438 -2505 Project Description Project calls for a new aluminum truss above a new interior storefront. The truss spans approximately 28 ft and is 50 inches wide x 38 inches tall. Cold- formed steel stud walls with bracing provide lateral restraint at each top chord of the truss. Loads imparted on the truss include minimum interior partition loads (5 psf), seismic loads, and dead load from the cladding. Cladding is composed of medium density fiberboard (MDF) and aluminum composite material (ACM). Project Scope The scope of this project is to perform a structural analysis of the aluminum truss per the 2006 International Building Code and make modifications as necessary to the drawings provided to SML from National Mallfront. SML will sign and seal the fabrication drawings from National Mallfront upon completion of the analysis and after any modifications to the drawings /notes have been made as needed. SML assumes no liability beyond what is specifically shown in these structural calculations. Gravity Load Summation Cladding Loads w-1 2•psf MDF 0.5" board w, 1.1•psf ACM Sign backer WrD Wri + w = 3.1•psf Truss Dead Load (not including self weight of aluminum) sf := 272.ft 2 Area of coverage for cladding wietter 50.1b nletter := 5 5 letters on sign 'truss 30.5'ft Wdl WrD'sf + wletter'nletter = 1093.2 lb Glass Summation Area of glass Security Gates Agiass 81.8125in•11ft = 75.0•ft := 2.52• gm = 157.3.pcf t := 0.5•in cm 3 492.1b Total Weight of One Security Gate - to be suspended Wg Aglass'tg'7g = from aluminum truss above. SML Job No.: 257 -12b Job Location: Tesla Motors Washington Square Mall Portland, OR 97223 by: njr STARLING MADISON LOFQUIST Date: 4/27/2012 INC. Page: 3 5224 S. 39th STEET PHOENIX, ARIZONA 85040 (602) 438 -2500 FAX: (602) 438 -2505 Materials Structural Steel Plates, all other struct steel ASTM A36 f • = 36.ksi Structural Bolts ASTM A307 F := 24•ksi shear Structural Bolts ASTM A307 Fritz := 45•ksi Tension Light Gauge Studs ASTM A653 Gr D f := 50•ksi 14 and 16 ga ASTM A653 Gr A f := 33•ksi 18 and 20 ga Aluminum Extrusions and plate 6061 -T6 Fty = Fcy = 35 ksi Seismic Loads From RISA 3D weight of Structure is Wstructure 891•lb Aluminum Only Wtotal 'structure i" WdI = 1984.2 lb SDS := 0.285 Short period seismic acceleration coefficient R := 3.25 Response modification coefficient for ordinary braced frames I := 1.0 Importance factor C := = 0.088 ( I) Vbase = Cs'Wtotal = 174.01b Partition Loads 5 psf minimum partition load per IBC 1607.13 w := 5psf• / 13.7511) = 34.4 b Load at bottom chord of truss ft Wbc w = 1048.4 lb Total load at bottom chord of truss > Vbase (seismic base shear) therefore, minimum partition loads govern over seismic. SML Job No.: 257 - 12b Job Location: Tesla Motors Washington Square Mall Portland, OR 97223 STARLING MADISON LOFQUIST Date: 4/27/2012 INC. Page: 4 5224 S. 39th STEET by: njr ""�� PHOENIX, ARIZONA 85040 (602) 438 -2500 FAX: (602) 438 -2505 Structural Analysis - See RISA 3D results Load Combinations to check (Basic Combinations forAllowable Stress Design) LC1 D LC2 D + L D + (Out of Plane Loading) D - (Out of Plane Loading) Results - See RISA 3D Output and structural drawings Connection Design Anchorage @ slab Worst Case Shear and Tension v := Wbc = 174.7lb (2.3) T := 1104-lb Apply 1.6 load factor to convert to Ultimate Strength Design v,, := 1.6•v = 279.61b T„ := 1.6.T = 1766.4 lb See HILTI Output for detailed analysi4 Use HILTI Kwik Bolt TZ 1/2" dia x 5.5" long w/ 2.5" Embed SML Job No.: 257 -12b Job Location: Tesla Motors Washington Square Mall Portland, OR 97223 I www.hilti,us PROFIS Anchor 2.1.4 Company: SML Engineers Page: 1 Specifier: TJW Project: Tesla Storefront Truss Address: 5224 S 39th St Phoenix, AZ 85040 Sub - Project I Pos. No.: Detail 5/S1.2 Phone I Fax: 602 -438 -2500 I - Date: 4/13/2012 E -Mail: Specifier's comments: 1. Input data Anchor type and diameter: Kwik Bolt TZ - CS, 112 (3 1/4) r Effective embedment depth: h„ = 3.250 in., h,,,,, = 4.000 in. Material: Carbon Steel ' " " " "'} "' I " • Evaluation Service Report:: ESR 1917 Issued I Valid: 9/1/2009 I - Proof: design method ACI 318 / AC 193 Stand -off installation: e, = 0.000 in. (no stand -off); t = 0.125 in. Anchor plate: I, x I x t = 4.000 x 6.000 x 0.125 in. (Recommended plate thickness: not calculated) Profile no profile Base material: cracked concrete , 3000, f, = 3000 psi; h = 420.000 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 [lb, in.-lb] co 0 1 0 Z 01 op _ ♦ Y _ I s . 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 Hllti is a registered Trademark of Hilt AG, Schaan www.hilti.us PROFIS Anchor 2.1.4 Company: SML Engineers Page: 2 Specifier: TJW Project: Tesla Storefront Truss Address: 5224 S 39th St Phoenix, AZ 85040 Sub - Project I Pos. No.: Detail 5/S1.2 Phone I Fax: 602 - 438 -2500 I - Date: 4/13/2012 E -Mail: 2. Load case /Resulting anchor forces Load case (governing): Anchor reactions [Ib] Tension force: ( +Tension, - Compression) Anchor Tension force Shear force Shear force x Shear force y 1 968 364 0 364 max. concrete compressive strain [%e]: 0.00 max. concrete compressive stress [psi]: 0 resulting tension force in (x/y)= (0.00010.000) [Ib]: 968 Ten ion resulting compression force in (x/y) =(0/0) [Ib]: 0 x 3. Tension load Proof Load N. [Ib] Capacity 01„ [Ib] Utilization [ 3. 4 [%] = NJiN„ Status Steel Strength* 968 8029 12 OK Pullout Strength" 968 3500 28 OK Concrete Breakout Strength** 968 3546 27 OK * anchor having the highest loading **anchor group (anchors in tension) Steel Strength Equations Nsa = ESR value refer to ICC -ES ESR 1917 hf N Nua ACI 318 -08 Eq. (D -1) Variables n ASe,N [in. fora [psi] 1 0.10 106000 Calculations Nse [Ib] 10705 Results Nsa [lb] y .sted 4) Nsa [Ib] Nua [Ib] 10705 0.750 8029 968 Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor ( c )2003-2009 Hull AG, FL -9494 Schaan Hiltl Is a registered Trademark of Hilt! AG, Schaan 4t www.hilti.us PROFIS Anchor 2.1.4 Company: SML Engineers Page: 3 Specifier: TJW Project: Testa Storefront Truss Address: 5224 S 39th St Phoenix, AZ 85040 Sub - Project I Pos. No.: Detail 5/S1.2 Phone I Fax: 602 - 438 -2500 I - Date: 4/13/2012 E -Mail: Pullout Strength Equations N = Np,zsoo f B refer to ICC -ES ESR 1917 2500 N 2 N ACI 318 -08 Eq. (D -1) Variables f [Psi] Np,2500 [lb] 3000 4915 Calculations f 2500 1.095 Results N5n4 [lb] 4)concrete N [lb] Nua [lb] 5384 0.650 3500 968 Concrete Breakout Strength Equations Ahic Neb — (c wed,N tyGN t /ep,N Nb ACI 318 -08 Eq. (D-4) N 2 Nua ACI 318 -08 Eq. (D -1) AN see ACI 318 -08, Part D.5.2.1, Fig. RD.5.2.1(b) ANco = 9 her ACI 318 -08 Eq. (D -6) 1 y/ec,N = (1 + 2 eN s 1.0 ACI 318 -08 Eq. (D -9) -\ 3her wed,N = 0.7+ 0.3 (1 5hef) 5 1.0 ACI 318 -08 Eq. (D -11) wcp,N MAx (ce_min 1.5hef) 5 1.0 ACI 318 -08 Eq. (D -13) cae � cac N = k hei ACI 318 -08 Eq. (D -7) Variables her [in.] ec1,N [in.] ec2,N [in.] ca.mix [in.] waN cac [in.] k T. 3.250 0.000 0.000 393.701 1.000 6.000 17 1 f� [psi] 3000 Calculations Art, [in. ANeo [in. wecl wec2,N 1JIed,N wcp,N Nb [lb] 95.06 95.06 1.000 1.000 1.000 1.000 5455 Results Nth [lb] 4)a2e1.22e to N [lb] Nua [lb] 5456 0.650 3546 968 Input data and results must be checked for agreement with the existing conditions and for plausibility/ PROFIS Anchor (c) 2003-2009 Hilt' AG, FL -9494 Schaan HMI is a registered Trademark of Hiltl AG, Schaan 4 I www.hilti.us PROFIS Anchor 2.1.4 Company: SML Engineers Page: 4 Specifier: TJW Project: Tesla Storefront Truss Address: 5224 S 39th St Phoenix, AZ 85040 Sub - Project I Pos. No.: Detail 5/S1.2 Phone I Fax: 602- 438 -2500 I - Date: 4/13/2012 E -Mail: 4. Shear load Proof Load V [lb] Capacity ¢V,, [lb] Utilization [i [ %] = V, Status Steel Strength* 364 4163 9 OK Steel failure (with lever arm)* N/A N/A N/A N/A Pryout Strength ** 364 7638 5 OK Concrete edge failure in N/A N/A N/A N/A direction ** * anchor having the highest loading * *anchor group (relevant anchors) Steel Strength Equations V55 = ESR value refer to ICC -ES ESR 1917 4, N./steel Z Vim ACI 318 -08 Eq. (D -1) Variables n Ase,v [In 2] futa [psi] 1 0.10 106000 Calculations V. [lb] 6405 Results Vsa [lb] msleel 4 V. [lb] V. [lb] 6405 0.650 4163 364 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (e ) 2003-2009 Hilti AG, FL -9494 Schaan Hllti Is a registered Trademark of Hilti AG, Schaan N11`T1 www.hilti.us PROFIS Anchor 2.1.4 Company: SML Engineers Page: 5 Specifier: TJW Project: Tesla Storefront Truss Address: 5224 S 39th St Phoenix, AZ 85040 Sub- Project I Pos. No.: Detail 5/S1.2 Phone I Fax: 602 - 438 -2500 I - Date: 4/13/2012 E -Mail: Pryout Strength (Concrete Breakout Strength controls) Equations } ANc V kcp [(AN o/ Wed,N Wc,N WCv,N NI] ACI 318 -08 Eq. (D -30) 4) Vep z V ACI 318 -08 Eq. (D -1) ANC see ACI 318 -08, Part D.5.2.1, Fig. RD.5.2.1(b) AN = 9 h ACI 318-08 Eq. (D -6) 1 + eN ) 1.0 ACI 318 -08 Eq. (D -9) ` 3 her Wed,N = 0.7 + 0.3 ( Ca min 1 5 1.0 ACI 318 -08 Eq. (D -11) W = MAX(Ca -min 1.5hef 1 51.0 c Cac f ACI 318 -08 Eq. (D -13) Ca ' Nb = k X1fr haj ACI 318 -08 Eq. (D -7) Variables k her [in.] eC1,N [in.] ecz,N [in.] Ca,min [in.] VC.N Cac [in.] k 2 3.250 0.000 0.000 - 1.000 - 17 x fe [psi] 1 3000 Calculations ANC [in. ANCe [in. Wec1,N Wec2,N Wed,N Wep,N Nb [Ib] 95.06 95.06 1.000 1.000 1.000 1.000 5455 Results V [Ib] +concrete 4 Vcp [lb] Vua [Ib] 10911 0.700 7638 364 5. Combined tension and shear loads pN = N /4,N = V /4,V Utilization 13 [ %] Status (j 0 0.277 0.087 5/3 13 OK (y NV- R F'N +pY < = 6. Warnings • Condition A applies when supplementary reinforcement is used. The (I) factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to ACI 318, Part D.4.4(c). • Refer to the manufacturer's product literature for cleaning and installation instructions. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI318 or the relevant standard! • The anchor plate is assumed to be sufficiently stiff in order to be not deformed when subjected to the actions! Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor ( c )2003-2009 HIM AG, FL -9494 Schaan Hilti is a registered Trademark of HIM AG, Schaan 1� �1 104111.811•911 www.hilti.us PROFIS Anchor 2.1.4 Company: SML Engineers Page: 6 Specifier: TJW Project: Tesla Storefront Truss Address: 5224 S 39th St Phoenix, AZ 85040 Sub- Project I Pos. No.: Detail 5/S1.2 Phone I Fax: 602- 438 -2500 I - Date: 4/13/2012 E -Mail: 7. Installation data Anchor plate, steel: - Anchor type and diameter: Kwik Bolt TZ - CS, 1/2 (3 1/4) Profile: no profile Installation torque: 480.001 in. -lb Hole diameter in the fixture: d, = 0.563 in. Hole diameter in the base material: 0.500 in. Plate thickness (input): 0.125 in. Hole depth in the base material: 4.000 in. Recommended plate thickness: not calculated Minimum thickness of the base material: 8.000 in. A y o a o 0 o 0 0 o ri ri O x 1 a a o a o a 0 0 2.0000 2.0000 2.0000 2.0000 Coordinates Anchor [in.] Anchor x y c ., c„ 1 0.000 0.000 - - - - 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 Schwan Hilti is a registered Trademark of HIM AG, Schaan STARLING MADISON LOFQUIST Date: 4/27/2012 INC. Page: 5 5224 S. 39th STEET by: njr PHOENIX, ARIZONA 85040 (602) 438 -2500 FAX: (602) 438 -2505 Connection Design Continued Check Connection to metal Stud wall - Reference Detail 2/S1.2 Use 3x3x3/16" Aluminum Angle to connect to Existing Metal Studs Check Bolts V := 300.1b F„ := 75-ksi SAE J429 Grade 8 bolt d := 0.25-in F „ := 0.5•F„ = 37.5•ksi Ab := d = 0.049.in R R„ := F A = 1840.8 lb S2 := 2 S Z = 920.41b OK greater than V = 300.01b Check Screws in Tension in Fy = 33 ksi cold - formed studs, screws are #10 tek's Reference SSMA catalog. Aluminum angle distributes load to at least (3) different studs 3 studs, 2 screws per stud 13.2.76•lb = 456.0 lb Assuming 33 ksi 20 ga studs' See SSMA load table on Sheet Al of this report. OK greater than V = 300.0lb SML Job No.: 257 -12b Job Location: Tesla Motors Washington Square Mall Portland, OR 97223 1 by: njr STARLING MADISON LOFQUIST Date: 4/27/2012 INC. Page: 6 5224 S. 39th STEET "� PHOENIX, ARIZONA 85040 (602) 438 -2500 FAX: (602) 438 -2505 Typical Glass Wall Analysis - Check 1/2" Glass L2 := 108.375in Lower wall segment length pi := 5psf Design pressure 1/2" Glass Analysis based on ASTM E 1300 - 04 GTF := 4.0 Table 1 - for short term loading NFL := l Opsf Figure A1.21 - for glass simply support continuously along 3 edges LR:= GTF•NFL Load Resistance (LR) LR = 40.0•psf > 'Pis' = 5.0•psf [Therefore 1/2" glass OK due to stress Fastener Analysis at Bottom of Fixed Glass Try 1/4" Diameter Simpson Strong -Tie Titen Concrete Screws with 1 1/2" Embedment V all := 4001b T := 3651b R3 := 5psf • 10.75ft = 26.9— Spacing := 24in d := 1 in V := R3. Spacing V = 53.7 lb M := V•4in = 17.9 ft.lb T := M T= 2151b d V + T = 0.72 < 1.0 Therefore 014 Vail Tait Use 1/4" Diameter Simpson Strong -Tie Titen Concrete Screws with 1 1/2" Embedment Minimum and 24" o.c. Spacing Maximum. SML Job No.: 257 -12b Job Location: Tesla Motors Washington Square Mall Portland, OR 97223 Y 1► 2 - 1110 ' S`%., • • x 4,0 • III' r'+ SML Engineers 1 njr Tesla Storefront Apr 27, 2012 at 11:53 AM 257 -12 Tesla Space Truss.r3d G z 4,!4"x_. ss � o ;,' 411 ��t r -10 , i �lii50ll{�Q. li o 11 0141 -11- 4101 10.09 4 1444° *4 44������p� . 41 „ 0, •ASS ;4 1- `1„1,- 4j{I{��{1 635 -101b • .oleo � ■lAI � iie{ IIII����� �� 1124 - 20.p.�+ ^o^ljII�. 1309.2 1 1 1 1 -.36.6 1127.1 1312.2 Loads: BLC 1, DL Results for LC 1, DL Y- direction Reaction units are lb and lb -ft SML Engineers njr Tesla Storefront Apr 27, 2012 at 1:15 PM 257 -12 Tesla Space Truss.r3d Y z 01 .0� 1111 11 Il �II�,�i IIII 1 0 '' % '�' �llIl�n� 1 1 0 `O�I�ip; •� p Cpl' �r, 11 IIII� II �.�.,,�;'��II III. ri y, ij tir 111 11 11 ∎I: l i , ` ' '' 1I'I 1 � fr I11r,, . 1 11 � r.- �n... , iv,a. 0 11 1j111I40. e A,41, 1 1,0 0 0. / ∎119.1111.11 0 111 I��!,:r;� . I l'1'.11 301b /ft10111IIII� II r�IIIII II II.' -�'., ��. ��' ll III��'� �o millimoofr d ILI�. , I,�'1I.�'' 1 110ii11,•!iu,� n:._ l' �1 �{l. :25.5 - 301b /ft l IOIIIIl f. ��' ' � : h % l�, � � 00 � �II��t�+ :61100 1505.3 X4 ^11'�. 1653 iiiiiil il 1 1518 1655.5 Loads: LC 2, DL +LL Results for LC 2, DL +LL Y- direction Reaction units are lb and lb -ft SML Engineers njr Tesla Storefront Apr 27, 2012 at 1:15 PM 257 -12 Tesla Space Truss.r3d 10 Y 1► 2 0 , 0 0 , -A,.‘,A Is ii- / IV .1 liPtioilei � � 1 � ∎011Ive'o',�'�• - 181b /ft foli ellit: , 4- 411111 1 110100010-1"i'. _1 81b/ft ■ .00----.....- � . � - '_� 0634.6 1 -4.∎� `SR - 181b /ft -101b " ^�', 1 � ''� ��I, - �l ' ''� 4110110 . 1437 � "R t,.��-� — s b/ft 20 . t� X01,'.1 ^^It� ^o'� 181b/ft 996A - 181b /ft 1 1 I 1453.1 985.2 Loads: LC 3, DL+ OUt -of -Plane Results for LC 3, DL+ OUt -of -Plane Y- direction Reaction units are lb and lb-ft SML Engineers — njr Tesla Storefront Apr 27, 2012 at 1:16 PM 257 -12 Tesla Space Truss.r3d ii Y 1 l Z ...r „ -*—. 'qv* PP 4' 4r 4illTrig :0-. •- if t4 1 + +1' 400 .0.4.14,164.41 %. ;a i d,' �', ., , 635.2 ..."7....A./// 1 80 ‘. .4.t4 ''' iio , iff ...1„ ;;;1' � ,. ,�.,; . 811.1 1811191* ems; • I!S+;A!n•,. 0 , 2 1 ; ar q � t. , �1„ >' 1622 � ,. 801.1 1638.8 Loads: LC 4, DL- Out -of -Plane Results for LC 4, DL- Out -of -Plane Y- direction Reaction units are lb and lb-ft SML Engineers njr Tesla Storefront Apr 27, 2012 at 1:16 PM 257 -12 Tesla Space Truss.r3d Company : SML Engineers Apr 27, 2012 Designer : njr 2:02 PM Job Number : 257 -12 Tesla Storefront Checked By: Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 9 Include Shear Deformation Yes Include Warping No Area Load Mesh (inA2) 144 Merge Tolerance (in) .12 P -Delta Analysis Tolerance 0.50% Vertical Axis Y Global Member Orientation Plane XZ Hot Rolled Steel Code AISC 13th(360 -05): ASD (Direct Analysis Method) Cold Formed Steel Code AISI NAS -01: ASD Wood Code AF &PA NDS- 05/08: ASD Wood Temperature < 100F Concrete Code ACI 318 -05 Masonry Code ACI 530 - 05/08: ASD Aluminum Code AAADMI -05: ASD Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method Exact Integration Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Seismic Code ASCE 7 -05 Seismic Base Elevation (in) Not Entered Ct X .035 Ct Z .035 T X (sec) Not Entered T Z (sec) Not Entered R X 8.5 R Z 8.5 Ct Exp. X .75 Ct Exp. Z .75 Ca .36 Cv .54 Nv 1 SD1 1 SDS 1 51 1 TL (sec) Not Entered Occupancy Code 4 Seismic Zone 3 Occupancy Cat I or II Use Gravity Self Wt in Diaphragm Mass Yes Use Deck Self Wt in Diaphragm Mass Yes Use Lateral Self Wt in Diaphragm Mass Yes Seismic Detailing Code None Om X 1 Om Z 1 Rho X 1 Rho Z 1 RISA -3D Version 9.1.0 [S:1...1...1...1...1Tesla Washington Square\ENG\Tesla Space Truss.r3d] Page 12 Company : SML Engineers Apr 27, 2012 Designer : njr 2:02 PM Job Number : 257 -12 Tesla Storefront Checked By: Joint Coordinates and Temperatures Label X in Y in Z in Tern. F Detach From Di -.. 1 N1 0 0 0 0 2 N2 0 35 0 0 3 N3 217 35 0 0 4 N4 325 0 0 0 5 N5 325 35 0 0 6 N6 53.5 35 0 0 7 N7 271.5 35 0 0 8 N8 162.5 0 0 0 9 N9 162.5 35 0 0 10 N10 109 0 0 0 11 N11 109 35 0 0 12 N12 107 0 0 0 13 N13 107 35 0 0 14 N14 216 0 0 0 15 N15 216 35 0 0 16 N16 218 0 0 0 17 N17 218 35 0 0 18 N18 108 35 0 0 19 N19 0 0 - 50.9375 0 20 N20 325 0 - 50.9375 0 21 N21 0 11.49996 - 50.9375 0 22 N22 325 11.49996 - 50.9375 0 23 N23 0 - 42.5616 0 0 24 N24 325 - 42.5616 0 0 25 N25 0 - 42.5616 - 50.9375 0 26 N26 325 - 42.5616 - 50.9375 0 27 N27 0 - 85.1232 0 0 28 N28 325 - 85.1232 0 0 29 N29 0 - 85.1232 - 50.9375 0 30 N30 325 - 85.1232 - 50.9375 0 31 N31 0 - 127.68 0 0 32 N32 325 - 127.68 0 0 33 N33 0 - 127.68 - 50.9375 0 34 N34 325 - 127.68 - 50.9375 0 35 N35 0 11.562 0 0 36 N36 325 11.562 0 0 37 N37 107 11.562 0 0 38 N38 109 11.562 0 0 39 N39 216 11.562 0 0 40 N40 218 11.562 0 0 41 N41 107 11.49996 - 50.9375 0 42 N42 109 11.49996 - 50.9375 0 43 N43 216 11.49996 - 50.9375 0 44 N44 218 11.49996 - 50.9375 0 45 N45 107 0 - 50.9375 0 46 N46 109 0 - 50.9375 0 47 N47 216 0 - 50.9375 0 48 N48 218 0 - 50.9375 0 49 N49 107 22.5 0 0 50 N50 107 0 -22.98 0 51 N51 109 22.5 0 0 52 N52 109 0 -22.98 0 53 N53 216 22.5 0 0 54 N54 216 0 -22.98 0 55 N55 218 22.5 0 0 56 N56 218 0 -22.98 0 RISA -3D Version 9.1.0 [S: \... \... \... \... \Testa Washington Square \ENG \Testa Space Truss.r3d] Page 13 Company : SML Engineers Apr 27, 2012 Designer : njr 2:02 PM Job Number : 257 -12 Tesla Storefront Checked By: Joint Coordinates and Temperatures (Continued) Label X kij Y [in] Z [in] Temp [F] Detach From Dia... 57 N57 325 0 - 36.768 0 58 N58 325 0 - 27.576 0 59 N59 325 0 - 18.384 0 60 N60 325 0 -9.192 0 61 N61 0 0 - 36.768 0 62 N62 0 0 - 27.576 0 63 N63 0 0 - 18.384 0 64 N64 0 0 -9.192 0 65 N65 217 11.49996 - 50.9375 0 - 66 N66 108 11.49996 - 50.9375 0 67 N67 217 0 - 50.9375 0 68 N68 108 0 - 50.9375 0 69 N69 0 0 -6.75 0 70 N70 325 0 -6.75 0 71 N71 218 0 -6.75 0 72 N72 218 11.553779 - 6.749995 0 73 N73 216 11.553779 - 6.749995 0 74 N74 216 0 -6.75 0 75 N75 109 0 -6.75 0 76 N76 107 0 -6.75 0 77 N77 109 11.553779 - 6.749995 0 78 N78 107 11.553779 - 6.749995 0 79 N79 217 22.5 0 0 80 N80 217 0 -22.98 0 81 N81 108 22.5 0 0 82 N82 108 0 -22.98 0 83 N83 325 11.553779 -6.75 0 84 N84 0 11.553779 -6.75 0 85 N85 325 - 127.68 - 25.46875 0 86 N86 325 - 127.68 - 45.84375 0 87 N87 325 - 127.68 - 5.09375 0 88 N88 0 - 127.68 - 25.46875 0 89 N89 0 - 127.68 - 45.84375 0 90 N90 0 - 127.68 - 5.09375 0 91 N91 53.5 0 0 0 92 N92 271.5 0 0 0 93 N93 53.5 0 -6.75 0 94 N94 53.5 11.49996 - 50.9375 0 95 N95 53.5 0 - 50.9375 0 96 N96 162.5 0 -6.75 0 97 N97 162.5 11.49996 - 50.9375 0 98 N98 162.5 0 - 50.9375 0 99 N99 271.5 0 -6.75 0 100 N100 271.5 11.49996 - 50.9375 0 101 N101 271.5 0 - 50.9375 0 102 N102 53.5 11.49996 0 0 103 N103 162.5 11.49996 0 0 104 N104 271.5 11.49996 0 0 105 N105 53.5 11.49996 -6.75 0 106 N106 162.5 11.49996 -6.75 0 107 N107 271.5 11.49996 -6.75 0 108 N108 107 4.5 0 0 109 N109 109 4.5 0 0 110 N110 107 7 0 0 111 N111 109 7 0 0 112 N112 216 4.5 0 0 113 N113 216 7 0 0 RISA -3D Version 9.1.0 [S: \... \... \... \... \Tesla Washington Square\ENG\Tesla Space Truss.r3d] Page 14 Company : SML Engineers Apr 27, 2012 Designer : njr 2:02 PM Job Number : 257 -12 Tesla Storefront Checked By: Joint Coordinates and Temperatures (Continued) Label X tint Y tint Z finl Temp fF1 Detach From Dia... 114 N114 218 4.5 0 0 115 N115 218 7 0 0 Member Primary Data Label I Joint J Joint K Joint Rotate(d... Section /Shape Type Design List Material Design Rules 1 M1 N2 N18 top chord Beam Rectangular.. 6061-T6 W Tvpica 2 M2 N18 N3 top chord Beam Rectangular.. 6061-T6 W Typica 3 M3 N3 N5 top chord Beam Rectangular.. 6061-T6 W Tvpica 4 M4 N1 N2 diag Beam Rectangular.. 6061 -T6 W Typica 5 M5 Ni N6 diaq Beam Rectangular.. 6061 -T6 W Tvpica 6 M6 N12 N13 Vert.Web Splice Beam Rectangular.. 6061 -T6 W Typica 7 M7 N10 N11 Vert.Web Splice Beam Rectangular.. 6061 -T6 W Tvpica 8 M8 N14 N15 Vert.Web Splice Beam Rectangular.. 6061 -T6 W Typica 9 M9 N16 N17 Vert.Web Splice Beam Rectangular.. 6061 -T6 'Al Typica 10 M10 N7 N4 diag _ Beam Rectangular.. 6061-T6 W Typica 11 M11 N4 N5 diaq Beam Rectangular.. 6061 -T6 W Tvpica 12 M12 N32 N4 Stout col Beam R ectangular.. 6061 -T6 W Tvpica 13 M13 N31 N1 Stout col Beam Rectangular.. 6061-T6 W Tvpica 14 M14 N20 N34 skinny col Beam Rectangular.. 6061-T6 W Typica 15 M15 N19 N33 skinny col Beam Rectangular .. 6061 -T6 W Typica 16 M16 N30 N28 90 frame beam Beam Rectangular.. 6061 -T6 W Typica 17 M17 N26 N24 90 frame beam Beam Rectangular.. 6061 -T6 W Tvpica 18 M18 N20 N4 90 frame beam Beam Rectangular.. 6061 -T6 W Typica 19 M19 N29 N27 90 frame beam Beam Rectangular.. 6061 - T6 W Tvpica 20 M20 N25 N23 90 frame beam Beam Rectangular .. 6061 -T6 W Typica 21 M21 N19 N1 90 frame beam Beam Rectangular .. 6061 -T6 W Tvpica 22 M22 N34 N28 90 frame beam Beam Rectangular .. 6061 - T6 W Typica 23 M23 N30 N24 90 frame beam Beam Rectangular.. 6061 -T6 W Tvpica 24 M24 N26 N4 90 frame beam Beam Rectangular.. 6061 -T6 W Typica 25 M25 N33 N27 90 frame beam Beam Rectangular .. 6061 -T6 W Tvpica 26 M26 N29 N23 90 frame beam Beam Rectangular.. 6061 -T6 W Typica 27 M27 N25 N1 90 frame beam Beam Rectangular.. 6061 -T6 W Typica 28 M28 N34 N32 90 frame beam Beam Rectangular.. 6061 -T6 W Typica 29 M29 N33 N31 90 frame beam Beam Rectangular.. 6061 -T6 W Tvpica 30 M30 N22 N36 90 diag Beam Rectangular.. 6061 -T6 W Typica 31 M31 N21 N35 90 diaq Beam Rectangular.. 6061 -T6 W Tvpica 32 M32 N37 N78 90 diag Beam Rectangular.. 6061 -T6 W Typica 33 M33 N38 N77 90 diaq Beam Rectangular.. 6061 -T6 W Tvpica 34 M34 N39 N73 90 diag Beam Rectangular.. 6061 - T6 W Typica 35 M35 N40 N72 90 diaq Beam Rectangular.. 6061 -T6 W Tvpica 36 M36 N21 N66 90 top chord SS Beam R ectangular.. 6061 -T6 W Typica 37 M37 N66 N65 90 to chord SS Beam Rectangular.. 6061 -T6W Tvpica 38 M38 N65 N22 90 top chord SS Beam Rectangular .. 6061 -T6W Typica 39 M39 N67 N20 bot chord SS Beam Rectangular.. 6061 -T6W Tvpica 40 M40 N68 N67 bot chord SS Beam Rectangular .. 6061 -T6 W Typica 41 M41 N19 N68 bot chord SS Beam Rectangular .. 6061-T6 W Tvpica 42 M42 N21 N19 6061-T6 top chord Beam Rectangular .. W Typica 43 M43 N22 N20 top chord Beam Rectangular.. 6061 -T6 W Tvpica 44 M44 N44 N48 90 top chord SS 1 Beam R ectangular.. 6061 -T6 W Typica 45 M45 N47 N43 90 top chord SS Beam Rectangular.. 6061 -T6W Tvpica 46 M46 N46 N42 90 top chord SS Beam Rectangular.. 6061 -T6 W Typica 47 M47 N45 N41 90 to chord SS Beam Rectangular .. 6061 -T6 W Tvpica 48 M48 N9 N8 diag Beam Rectangular.. 6061 -T6 W Typica 49 M49 N71 N70 3x3x.188 Beam R ectangular .. 6061 -T6W Tvpica 50 M50 N71 N48 90 diag Beam Rectangular.. 6061 -T6 W Typica 51 M51 N72 N44 90 diag Beam Rectangular.. 6061 -T6 W Typica RISA -3D Version 9.1.0 [S: \...\...\... \... \Testa Washington Square \ENG \Testa Space Truss.r3d] Page 15 leo!dhl M 91 " Jeln6ue ;oaa wea8 6e!p LN 91-1-N 004V11 001. 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Lbyv[in] Lbzz[in] Lcomp top...Lcomp bot... Kvy Kzz Cm -yy Cm -zz_ Cb y sway z sway 5 M5 diaq 63.932 6 M6 Vert.Web ... 35 7 M7 Vert.Web ... 35 8 M8 Vert.Web ... 35 9 fV19 Vert.Web ... 35 10 M10 diag 63.932 11 M11 diaq 35 12 M12 Stout col 127.68 13 M13 Stout col 127.68 14 M14 skinny col 127.68, 15 M15 skinny colt 127.68 16 M16 frame beam 50.938 17 M17 frame beam 50.938 18 M18 frame beam 50.938 19 M19 frame beam 50.938 20 M20 frame beam 50.938 21 M21 frame beam 50.938 22 M22 frame beam 66.376 23 M23 frame beam 66.379 24 M24 frame beam 66.379 25 M25 frame beam 66.376 26 M26 frame beam 66.379 27 M27 frame beam 66.379 28 M28 frame beam 50.938 29 M29 frame beam 50.938 30 M30 diag 50.938 31 M31 diaq 50.938 32 M32 diag 6.75 33 M33 diaq 6.75 34 M34 diag 6.75 35 M35 diaq 6.75 36 M36 top chord ... 108 0 0 0 0 37 M37 top chord ... 109 0 0 0 0 38 M38 top chord ... 108 0 0 0 0 39 M39 bot chord ... 108 40 M40 bot chord ... 109 41 M41 bot chord ... 108 42 M42 top chord 11.5 43 M43 top chord 11.5 44 M44 top chord ... 11.5 45 M45 top chord ... 11.5 46 M46 top chord ... 11.5 47 M47 top chord ... 11.5 48 M48 diag 35 49 M49 3x3x.188 107 50 M50 diag 44.188 51 M51 diaq 44.188 52 M52 diag 44.188 53 M53 diaq 44.188 54 M54 3x3x.188 11.554 55 M55 3x3x.188 11.554 56 M56 diag 44.188 57 M57 diaq 44.188 58 M58 diag 44.188 59 M59 diaq 44.188 60 M60 3x3x.188 11.554 61 M61 3x3x.188 11.554 RISA -3D Version 9.1.0 [S: \...1... \... \... \Tesla Washington Square \ENG \Tesla Space Truss.r3d] Page 17 Company : SML Engineers Apr 27, 2012 Designer : njr 2:02 PM Job Number : 257 -12 Tesla Storefront Checked By: Aluminum Design Parameters (Continued) Label Shape Lenothf... Lbwfinl Lbzzfinl Lcomp top...Lcomp bot... Kw Kzz Cm -vv Cm -zz Cb v sway z sway 62 M62 3x3x.188 107 63 M63 3x3x.188 107 64 M64 3x3x.188 2 65 M65 3x3x.188 2 66 M66 3x3x.188 2 67 M67 3x3x.188 2 68 M68 diag 32.161 69 M69 diaq 32.161 70 M70 3x3x.188 11.554 71 M71 3x3x.188 11.554 72 M72 diag 35 73 M73 diaq 35 74 M74 diag 50.938 75 M75 diaq 44.188 76 M76 diag 50.938 77 M77 diaq 44.188 78 M78 diag 50.938 79 M79 diaq 44.188 80 M80 diag 11.5 81 M81 diaq 11.5 82 M82 diag 11.5 83 M83 diaq 73.871 84 M84 diag 73.871 85 M85 diaq 73.871 86 M86 diag 73.871 87 M87 diaq 73.871 88 M88 diag 73.871 89 M89 diaq 2 90 M90 Bott Chord 53.5 91 M91 Bott Chord 53.5 92 M92 Bott Chord 53.5 93 M93 Bott Chord 53.5 94 M94 Bott Chord 53.5 95 M95 Bott Chord 53.5 96 M96 diag 2 97 M97 diaq 60.384 98 M98 diag 60.384 99 M99 dial 60.384 100 M100 diag 60.384 Joint Boundary Conditions Joint Label X [k/in] Y [k/in] Z [Win] X Rot.[k- ft/rad] Y Rot.[k - ft/rad] Z Rot.[k - ft/rad] Footing 1 N1 2 N4 3 N10 4 N12 5 N14 6 N16 7 N19 8 N20 9 N21 10 N22 11 N23 12 N24 13 N25 14 N26 RISA -3D Version 9.1.0 [S: \...\... \... \... \Tesla Washington Square\ENG\Tesla Space Truss.r3d] Page 18 Company : SML Engineers Apr 27, 2012 Designer : njr 2:02 PM Job Number : 257 -12 Tesla Storefront Checked By: Joint Boundary Conditions (Continued) Joint Label X [k/in] Y [k/in Z kiln X Rot,fk- ft/rad Y Rot.[k - ft/rad] Z Rot.[k-ft/rad)_ Footing 15 N27 16 N28 17 N29 18 N30 19 N31 20 N32 21 N33 22 N34 23 N35 24 N36 25 N2 Reaction 26 N3 Reaction 27 N5 Reaction 28 N6 Reaction 29 N9 Reaction 30 N11 31 N13 32 N15 33 N17 34 N18 Reaction 35 N41 36 N44 37 N64 Reaction 38 N63 Reaction 39 N62 Reaction 40 N61 Reaction 41 N60 Reaction 42 N59 Reaction 43 N58 Reaction 44 N57 Reaction 45 N43 46 N47 47 N48 48 N7 Reaction 49 N66 50 N65 51 N69 52 N70 53 N88 Reaction Reaction Reaction 54 N90 Reaction Reaction Reaction 55 N89 Reaction Reaction Reaction 56 N85 Reaction Reaction Reaction 57 N87 Reaction Reaction Reaction 58 N86 Reaction Reaction Reaction 59 N8 Reaction Reaction Aluminum Properties Label E [ksi] G [ksi] Nu Therm (... Densitv[...Table 3.3 kt Ftu[ksi] Ftv[ksi] Fcy[ksi] Fsu[ksi] Ct 1 3003-H14 10100 3787.5 .33 1.3 .173 Table 3... 1 19 16 13 12 141 2 6061 -T6 10100 3787.5 .33 1.3 .173 Table 3... 1 38 35 35 24 141 3 6063 -T5 10100 3787.5 .33 1.3 . .173 Table 3... 1 22 16 16 13 141 4 6063 -T6 10100 3787.5 , .33 1.3 .173 Table 3... 1 30 25 25 19 141 5 5052 -H34 10200 3787.5 .33 1.3 .173 Table 3... 1 34 26 24 20 141 6 6061 -T6 W 10100 3787.5 .33 1.3 .173 Table 3... 1 24 15 15 15 141 RISA -3D Version 9.1.0 [S:1...1...1...1...1Tesla Washington Square\ENG\Tesla Space Truss.r3d] Page 19 Company : SML Engineers Apr 27, 2012 Designer : njr 2:02 PM Job Number : 257 -12 Tesla Storefront Checked By: Aluminum Section Sets Label Shape Type Design List Material Design Rues A [in2] Ivy [in4] Izz [in4] J [in4] 1 top chord RT2X2X0.125 Beam Rectangular .. 6061 -T6 W Tvpica .938 .552 .552 .824 2 Bott Chord RT2X6X0.125 B eam Rectangular .. 6061 -T6 W Typica 1.94 1.43 8.28 3.91 3 diaa RT2X2X0.125 B eam Rectangular.. 6061 -T6 W Typica .938 .552 .552 .824 4 bot chord SS RT2X2X0.125 Beam Rectangular .. 6061 -T6 W Typica .938 .552 .552 .824 5 top chord SS RT2X2X0.125 Beam Rectangular .. 6061 - T6 W Typica .938 .552 .552 .824 6 Stout col RT4X4X0.125 Beam Rectangular.. 6061 -T6 W Typica 1.94 4.85 4.85 7.27 7 skinny col RT2X4X0.125 Beam Rectangular.. 6061 -T6 W Typica 1.44 .992 2.98 2.3 8 frame beam RT2X4X0.125 Beam Rectangular .. 6061 T6 W Typica 1.44 .992 2.98 2.3 9 3x3x.188 RT3X3X0.188 Beam Rectangular.. 6061 -T6 W Tvpica 2.11 2.8 2.8 4.18 10 Vert.Web Sp.. RT2X2X0.156 Beam Rectangular .. 6061 -T6 W Typica 1.15 .657 .657 .978 Joint Loads and Enforced Displacements (BLC 9 : DL) Joint Label L,D,M Direction Magnitude[(Ib,lb -ft), (in,rad). (Ib *s ^2 /in. Ib *in ^... 1 N78 L Y -225 2 N77 L Y -225 3 N106 L Y -450 4 N73 L Y -225 5 N72 L Y -225 6 N107 L Y -225 7 N105 L Y -225 Member Distributed Loads (BLC I : DL) Member Label Direction Start Magnitude[Ib /ft,... End Magnitudejlb /ft.d... Start Location[in, %] End Location[in.%] 1 M90 Y -20 -20 0 0 2 M91 Y -20 -20 0 0 3 M92 Y -20 -20 0 0 4 M93 Y -20 -20 0 0 5 M94 Y -20 -20 0 0 6 M95 Y -20 -20 0 0 7 M39 Y -10 -10 0 0 8 M40 Y -10 -10 0 0 9 M41 Y -10 -10 0 0 10 M63 Y -10 -10 0 0 11 M62 Y -10 -10 0 0 12 M49 Y -10 -10 0 0 Member Distributed Loads (BLC 2 : LL) Member Label Direction Start Magnitude[Ib /ft.... End Magnitude[lb /ft,d... Start Location[in. %] End Location[in. %] 1 M49 Y -20 -20 0 0 2 M62 Y -20 -20 0 0 3 M63 Y -20 -20 0 0 4 M41 Y -20 -20 0 0 5 M40 Y -20 -20 0 0 6 M39 Y -20 -20 0 0 Member Distributed Loads (BLC 3 : Out -of- Plane) Member Label Direction Start Magnitude[lb/ft.... End Magnitude[lb /ft.d... Start Location[in, %] End Location[in,%1 1 M95 Z -18 -18 0 0 2 M94 Z -18 -18 0 0 3 M93 Z -18 -18 0 0 4 M92 Z -18 -18 0 0 5 M91 Z -18 -18 0 0 6 M90 Z -18 -18 0 0 RISA -3D Version 9.1.0 [S:\...\...\...\...\Tesla Washington Square \ENG \Tesla Space Truss.r3d] Page 20 Company : SML Engineers Apr 27, 2012 Designer : njr 2:02 PM Job Number : 257 -12 Tesla Storefront Checked By: Member Distributed Loads (BLC 3 : Out -of- Plane) (Continued) Member Label Direction Start Magnitude[lb /ft.... End Magnitude[lb/ft.d... Start Location[jn. %] End Location[in. %] 7 M41 Z -18 -18 0 0 8 M40 Z -18 -18 0 0 9 M39 Z -18 -18 0 0 Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point DistributedArea (Me...Surface(... 1 DL DL -1 7 12 2 LL LL 6 3 Out -of -Plane OL1 9 4 Self Weight Only None -1 Load Combinations Description Sol... PDelta SRSS BLC FactorBLC FactorBLC FactorBLC FactorBLC FactorBLC FactorBLC FactorBLC Factor 1 DL Yes Y DL 1 2 DL +LL Yes Y DL 1 LL 1 3 DL+ OUt -of -Plane Yes Y DL 1 OL1 1 4 DL- Out -of -Plane Yes Y DL 1 OL1 -1 5 Self Weight Y 4 1 Load Combination Design Description ASIF CD ABIF Service Hot Rolled Cold Form... Wood Concrete Masonry Footings Aluminum 1 DL Yes Yes Yes Yes Yes Yes Yes 2 DL +LL Yes Yes Yes Yes Yes Yes Yes 3 DL+ OUt-of-... Yes Yes Yes Yes Yes Yes Yes 4 DL- Out- of -PI.. Yes Yes Yes Yes Yes Yes Yes 5 Self Weight Yes Yes Yes Yes Yes Yes Yes Joint Deflections LC Joint Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 1 1 N1 -.03 -.03 .014 1.234e -4 1.283e -5 - 1.777e -3 2 1 N2 .035 -.03 0 5.359e -4 - 2.462e -4 - 2.318e -3 3 1 N3 -.02 -.343 0 1.882e -4 1.516e -4 4.647e -3 4 1 N4 .025 -.03 .014 9.077e -5 2.635e -3 1.725e -3 5 1 N5 -.04 -.03 0 - 2.956e -5 4.074e -4 2.311e -3 6 1 N6 .035 -.157 0 5.359e -4 3.066e -5 - 2.595e -3 7 1 N7 -.04 -.157 0 - 2.956e -5 - 7.412e -5 2.589e -3 8 1 N8 -.002 -.446 0 0 - 4.986e -5 5.515e -6 9 1 N9 -.002 -.446 0 4.059e -4 - 2.007e -5 7.181e-6 10 1 N10 -.006 -.35 -.032 0 - 8.033e -4 - 2.734e -3 11 1 N11 .015 -.349 0 4.697e -4 - 9.796e -5 -4.561e-3 12 1 N12 -.029 -.337 -.033 1.234e -4 5.08e -4 - 3.44e -3 13 1 N13 .016 -.339 0 4.721e -4 - 8.632e -5 - 4.627e -3 14 1 N14 .001 -.35 -.029 0 8.027e -4 2.745e -3 15 1 N15 -.02 -.348 0 1.922e -4 1.585e -4 4.565e -3 16 1 N16 .024 -.337 -.029 9.077e -5 -5.761e-4 3.432e -3 17 1 N17 -.021 -.338 0 1.842e -4 1.471e-4 4.631e-3 18 1 N18 .016 -.344 0 4.709e -4 -9.101e-5 - 4.644e -3 19 1 N19 -.003 -.023 .013 - 5.508e -4 6.447e -4 - 1.516e -3 20 1 N20 .002 -.023 .013 - 1.19e -4 - 2.132e -4 4.364e -4 21 1 N21 .001 -.024 .007 - 5.828e -4 7.7e -4 - 2.108e -3 22 1 N22 -.002 -.023 .01 - 4.946e -4 - 7.491e -4 2.159e -3 23 1 N23 -.068 -.028 .009 1.077e -4 5.646e -5 - 1.038e -4 RISA -3D Version 9.1.0 [S: \... \... \... \... \Tesla Washington Square \ENG \Testa Space Truss.r3d] Page 21 Company : SML Engineers Apr 27, 2012 Designer : njr 2:02 PM Job Number : 257 -12 Tesla Storefront Checked By: Joint Deflections (Continued) LC Joint Label X finl Y finl Z finl X Rotation fradl Y Rotation fradl Z Rotation fradl 24 1 N24 .062 -.027 .009 1.147e -4 2.497e -3 9.404e -5 25 1 N25 -.04 -.022 .008 2.838e -4 3.764e -5 - 3.103e -4 26 1 N26 .015 -.022 .008 1.732e -4 1.11e-3 1.887e -4 27 1 N27 -.048 -.025 .004 1.026e -4 4.714e -5 8.988e -4 28 1 N28 .044 -.025 .004 9.869e -5 2.468e -3 - 8.198e -4 29 1 N29 -.033 -.021 .004 5.048e -5 - 1.003e -4 5.577e -4 30 1 N30 .014 -.02 .004 7.793e -5 1.547e -3 -2.071e-4 31 1 N31 0 -.023 0 1.068e -4 4.714e -5 1.227e -3 32 1 N32 0 -.023 0 1.064e -4 2.468e -3 - 1.088e -3 33 1 N33 0 -.019 0 1.175e -4 - 7.082e -5 9.04e -4 34 1 N34 0 -.018 0 1.017e -4 1.639e -3 - 4.188e -4 35 1 N35 .009 -.03 .006 - 3.235e -4 - 9.619e -4 - 2.594e -3 36 1 N36 -.007 -.03 .009 - 1.817e -4 1.556e -3 2.341e-3 37 1 N37 -.054 -.338 -.021 1.144e -3 - 2.263e -4 4.12e -4 38 1 N38 -.058 -.35 -.022 8.943e -4 -5.971e-4 3.973e -4 39 1 N39 .054 -.349 -.018 9.225e -4 7.614e -4 - 3.916e -4 40 1 N40 .049 -.337 -.018 1.148e -3 4.112e -4 - 4.027e -4 41 1 N41 0 -.058 -.022 5.763e -3 - 2.27e -4 - 1.247e -4 42 1 N42 0 -.059 -.022 5.818e -3 - 5.089e -4 -3.661e-4 43 1 N43 -.001 -.059 -.018 7.696e -3 4.398e -4 3.401e-4 44 1 N44 -.001 -.059 -.018 7.563e -3 2.272e -4 8.51e-5 45 1 N45 -.002 -.058 -.087 5.423e -3 1.22e -3 4.715e -3 46 1 N46 -.002 -.059 -.086 5.469e -3 - 1.309e -3 - 5.472e -3 47 1 N47 0 -.059 -.087 4.419e -3 1.32e -3 5.944e -3 48 1 N48 .001 -.059 -.087 4.387e -3 - 1.655e -3 - 5.435e -3 49 1 N49 -.038 -.338 -.009 9.773e -4 -1.61e-4 - 3.096e -3 50 1 N50 0 -.261 -.087 5.622e -3 - 2.162e -4 4.715e -3 51 1 N51 -.038 -.349 -.011 9.799e -4 -3.641e-4 - 3.394e -3 52 1 N52 0 -.268 -.086 5.64e -3 4.175e -5 - 5.472e -3 53 1 N53 .033 -.349 -.008 7.905e -4 4.8e -4 3.398e -3 54 1 N54 -.003 -.264 -.087 5.69e -3 - 7.224e -5 5.944e -3 55 1 N55 .033 -.338 -.006 7.881e -4 2.88e -4 3.09e -3 56 1 N56 -.003 -.257 -.087 5.675e -3 2.57e -4 - 5.435e -3 57 1 N57 0 -.024 .013 1.54e -4 - 5.587e -5 7.948e -4 58 1 N58 0 -.026 .013 2.163e -4 1.284e -5 1.027e -3 59 1 N59 0 -.028 .014 2.016e -4 - 1.088e -4 1.26e -3 60 1 N60 0 -.029 .014 1.21e-4 1.382e -3 1.492e -3 61 1 N61 0 -.027 .014 2.31e-4 8.652e -5 - 1.589e -3 62 1 N62 0 -.029 .014 1.677e -4 - 1.663e -5 - 1.636e -3 63 1 N63 0 -.03 .014 9.014e -5 1.266e -4 - 1.683e -3 64 1 N64 0 -.031 .014 9.219e -6 - 1.607e -3 - 1.73e -3 65 1 N65 -.001 -.059 -.018 7.629e -3 3.287e -4 2.126e -4 66 1 N66 0 -.059 -.022 5.791e-3 -3.631e-4 - 2.427e -4 67 1 N67 0 -.053 -.089 4.403e -3 - 1.653e -3 -5.441e-3 68 1 N68 -.002 -.053 -.088 5.446e -3 - 1.31e -3 - 5.45e -3 69 1 N69 -.006 -.031 .014 - 1.143e -5 - 2.455e -3 - 1.742e -3 70 1 N70 .005 -.03 .014 8.991e-5 2.086e -3 1.554e -3 71 1 N71 .005 -.328 -.087 3.053e -3 7.288e -4 - 5.435e -3 72 1 N72 .045 -.328 -.018 2.204e -3 7.872e -4 - 3.387e -4 73 1 N73 .048 -.342 -.018 1.969e -3 7.874e -4 - 2.955e -4 74 1 N74 -.001 -.342 -.087 _ 4.386e -3 5.202e -4 5.944e -3 75 1 N75 -.001 -.344 , -.086 4.271e-3 -3.831e-4 - 5.472e -3 76 1 N76 -.006 -.329 -.087 2.997e -3 - 5.052e -4 4.715e -3 77 1 N77 -.054 -.344 -.022 1.717e -3 - 5.845e -4 2.967e -4 78 1 N78 -.051 -.329 -.022 2.058e -3 - 5.212e -4 3.413e -4 79 1 N79 .033 -.343 -.007 7.893e -4 - 1.168e -3 5.537e -3 80 1 N80 -.003 -.261 -.087 5.683e -3 - 5.511e -5 3.455e -3 RISA -3D Version 9.1.0 [S: \... \... \... \... \Tesla Washington Square\ENG\Tesla Space Truss.r3d] Page 22 Company : SML Engineers Apr 27, 2012 Designer : njr 2:02 PM Job Number : 257 -12 Tesla Storefront Checked By: Joint Deflections (Continued) LC Joint Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 81 1 N81 -.038 -.344 -.01 9.786e -4 1.116e -3 - 5.536e -3 82 1 N82 0 -.264 -.087 5.631e-3 -1.491e-4 - 3.512e -3 83 1 N83 -.017 -.03 .009 1.437e -4 1.484e -3 2.318e -3 84 1 N84 .017 -.031 .006 5.25e -5 - 1.491e -3 - 2.532e -3 85 1 N85 0 0 0 - 1.316e -4 - 4.066e -6 - 7.532e -4 86 1 N86 0 0 0 - 2.351e -3 - 5.052e -7 - 4.857e -4 87 1 N87 0 0 0 2.968e -3 2.013e -5 - 1.021e -3 88 1 N88 0 0 0 - 1.327e -4 2.793e -6 1.065e -3 89 1 N89 0 0 0 - 2.355e -3 6.427e -6 9.363e -4 90 1 N90 0 0 0 2.977e -3 - 1.991e -5 1.195e -3 91 1 N91 -.03 -.158 .001 1.234e -4 4.445e -4 - 2.999e -3 92 1 N92 .025 -.158 .019 9.077e -5 - 9.769e -4 3.005e -3 93 1 N93 -.006 -.164 -.008 5.883e -4 7.113e -4 - 2.502e -3 94 1 N94 0 -.096 -.005 2.469e -3 3.756e -4 - 8.092e -5 95 1 N95 -.002 -.166 -.008 1.919e -4 4.04e -4 - 1.375e -3 96 1 N96 -.001 -.434 -.013 4.245e -3 - 6.375e -7 2.265e -5 97 1 N97 0 -.135 .035 7.712e -3 - 3.067e -5 6.863e -6 98 1 N98 0 -.261 -.013 4.012e -3 - 4.328e -6 - 1.078e -4 99 1 N99 .005 -.167 .003 1.826e -4 - 7.235e -4 2.515e -3 100 1 N100 -.002 -.1 .002 2.8e -3 - 3.438e -4 7.742e -5 101 1 N101 .002 -.221 .002 - 1.097e -3 - 4.204e -4 5.757e -4 102 1 N102 .015 -.158 -.005 -6.31e-4 - 1.525e -4 -2.711e-3 103 1 N103 -.002 -.447 .033 1.469e -3 - 5.372e -5 - 6.854e -6 104 1 N104 -.018 -.158 .001 - 1.282e -3 - 1.229e -4 2.686e -3 105 1 N105 .016 -.164 -.005 - 2.836e -4 - 2.935e -5 -1.91e-3 106 1 N106 -.002 -.434 .033 3.177e -3 - 4.406e -5 3.278e -5 107 1 N107 -.018 -.167 .001 -7.091e-4 - 1.514e -4 1.981e-3 108 1 N108 -.04 -.337 -.029 9.506e -4 2.267e -4 2.621e-3 109 1 N109 -.04 -.35 -.028 8.919e -4 - 7.244e -4 5.589e -3 110 1 N110 -.048 -.337 -.026 1.006e -3 7.052e -5 2.216e -3 111 1 N111 -.051 -.35 -.026 8.821e-4 - 6.805e -4 3.466e -3 112 1 N112 .035 -.349 -.025 9.166e -4 7.875e -4 - 5.594e -3 113 1 N113 .046 -.349 -.022 9.092e -4 7.791e-4 - 3.47e -3 114 1 N114 .035 -.337 -.025 9.673e -4 - 2.029e -4 - 2.622e -3 115 1 N115 .043 -.337 -.022 1.014e -3 4.468e -6 - 2.205e -3 116 2 N1 -.036 -.038 .012 1.033e -4 - 1.437e -4 - 2.165e -3 117 2 N2 .041 -.038 0 5.349e -4 - 3.034e -4 - 2.744e -3 118 2 N3 -.024 -.402 0 1.501e -4 1.693e -4 5.363e -3 119 2 N4 .03 -.037 .013 1.176e -5 3.174e -3 2.048e -3 120 2 N5 -.046 -.037 0 - 1.275e -4 4.872e -4 2.739e -3 121 2 N6 .041 -.187 0 5.349e -4 3.104e -5 - 3.02e -3 122 2 N7 -.046 -.187 0 - 1.275e -4 - 7.955e -5 3.014e -3 123 2 N8 -.003 -.522 0 0 - 5.561e -5 6.244e -6 124 2 N9 -.003 -.522 0 4.277e -4 - 2.236e -5 1.013e -5 125 2 N10 -.007 -.41 -.039 0 - 9.717e -4 - 3.168e -3 126 2 N11 .018 -.408 0 4.803e -4 -1.131e-4 - 5.272e -3 127 2 N12 -.035 -.395 -.04 1.033e -4 7.14e -4 - 3.968e -3 128 2 N13 .018 -.397 0 4.823e -4 - 9.779e -5 - 5.347e -3 129 2 N14 .001 -.409 -.035 0 9.73e -4 3.18e -3 130 2 N15 -.023 -.408 0 1.552e -4 1.783e -4 5.269e -3 131 2 N16 .029 -.395 -.036 1.176e -5 - 8.257e -4 3.949e -3 132 2 N17 -.024 -.396 0 1.45e -4 1.629e -4 5.343e -3 133 2 N18 .018 -.403 0 4.813e -4 - 1.043e -4 - 5.367e -3 134 2 N19 -.004 -.033 .012 - 8.449e -4 4.533e -4 - 3.333e -3 135 2 N20 .003 -.032 .012 - 2.646e -4 - 2.594e -4 5.217e -4 136 2 N21 .003 -.033 .003 - 6.213e -4 8.409e -4 - 2.828e -3 137 2 N22 -.004 -.032 .007 - 5.995e -4 - 8.696e -4 2.994e -3 RISA -3D Version 9.1.0 [S: \... \... \...1... \Tesla Washington Square\ENG\Tesla Space Truss.r3d] Page 23 Company : SML Engineers Apr 27, 2012 Designer : njr 2:02 PM Job Number : 257 -12 Tesla Storefront Checked By: Joint Deflections (Continued) LC Joint Label X finl Y finl Z fin] X Rotation [rad] Y Rotation fradl Z Rotation fradl 138 2 N23 -.083 -.034 .008 9.094e -5 - 4.705e -5 - 1.719e -4 139 2 N24 .074 -.034 .008 1.182e -4 3.006e -3 1.15e -4 140 2 N25 -.084 -.031 .008 3.368e -4 - 3.107e -4 - 5.718e -4 141 2 N26 .018 -.03 .008 1.943e -4 1.333e -3 2.243e -4 142 2 N27 -.06 -.032 .004 9.371e-5 - 3.532e -5 1.111e-3 143 2 N28 .052 -.032 .004 9.065e -5 2.97e -3 -9.791e-4 144 2 N29 -.067 -.028 .004 2.272e -5 - 6.163e -4 1.155e -3 145 2 N30 .017 -.028 .004 6.452e -5 1.864e -3 - 2.55e -4 146 2 N31 0 -.029 0 1.007e -4 - 3.532e -5 1.564e -3 147 2 N32 0 -.029 0 1.063e -4 2.97e -3 - 1.302e -3 148 2 N33 0 -.025 0 1.206e -4 - 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6.285e -5 7.67e -4 403 4 N58 0 -.028 .053 5.854e -4 1.329e -5 9.914e -4 404 4 N59 0 -.033 .053 4.806e -4 - 1.076e -4 1.216e -3 405 4 N60 0 -.036 .053 2.345e -4 1.366e -3 1.44e -3 406 4 N61 0 -.028 .055 7.422e -4 1.076e -4 - 1.673e -3 407 4 N62 0 -.034 .055 5.564e -4 - 1.769e -5 - 1.683e -3 408 4 N63 0 -.038 .055 2.959e -4 1.192e -4 - 1.692e -3 409 4 N64 0 -.04 .055 - 2.845e -5 -1.51e-3 -1.701e-3 410 4 N65 -.002 -.058 .031 7.833e -3 1.489e -4 1.646e -4 411 4 N66 0 -.058 .029 5.392e -3 - 7.099e -5 - 1.888e -4 412 4 N67 0 -.052 -.039 3.94e -3 - 1.6e -3 - 5.892e -3 413 4 N68 -.002 -.053 -.034 5.288e -3 - 1.594e -3 - 5.833e -3 414 4 N69 -.006 -.039 .055 - 1.24e -4 -2.311e-3 - 1.704e -3 415 4 N70 .005 -.037 .053 1.468e -4 2.076e -3 1.5e -3 416 4 N71 .005 -.324 -.037 2.17e -3 5.814e -4 -5.891e-3 417 4 N72 .04 -.324 .032 9.718e -4 6.197e -4 - 1.423e -4 418 4 N73 .043 -.336 .03 8.758e -4 5.573e -4 - 3.876e -5 419 4 N74 0 -.336 -.037 3.399e -3 3.61e-4 6.373e -3 420 4 N75 0 -.339 -.032 3.161e-3 - 1.246e -4 - 5.852e -3 421 4 N76 -.006 -.326 -.032 2.011e-3 - 3.095e -4 5.094e -3 422 4 N77 -.048 -.338 .029 4.871e-4 - 2.485e -4 5.39e -5 RISA -3D Version 9.1.0 [S:\... \...1...1...1Tesla Washington SquarelENG\TesIa Space Truss.r3d] Page 28 Company : SML Engineers Apr 27, 2012 Designer : njr 2:02 PM Job Number : 257 -12 Tesla Storefront Checked By: Joint Deflections (Continued) LC Joint Label X [in] Y [inj Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation rad_ 423 4 N78 -.046 -.326 .03 6.865e -4 - 2.915e -4 1.626e -4 424 4 N79 .027 -.328 .021 - 1.275e -3 - 1.265e -3 5.118e -3 425 4 N80 -.002 , -.268 -.037 5.324e -3 1.248e -4 2.803e -3 426 4 N81 -.031 -.329 .02 - 1.188e -3 1.379e -3 - 5.133e -3 427 4 N82 -.001 -.274 -.032 5.233e -3 1.917e -4 - 3.136e -3 428 4 N83 -.01 -.037 .05 3.285e -4 1.526e -3 2.111e -3 429 4 N84 .008 -.039 .05 5.278e -5 - 1.527e -3 - 2.18e -3 430 4 N85 0 0 0 - 5.144e -4 - 3.814e -6 - 7.317e -4 431 4 N86 0 0 0 - 1.454e -3 - 7.864e -7 - 4.682e -4 432 4 N87 0 0 0 3.866e -3 1.92e -5 - 9.952e -4 433 4 N88 0 0 0 -5.321e-4 2.021e-6 1.071e-3 434 4 N89 0 0 0 - 1.42e -3 8.361e -6 9.805e -4 435 4 N90 0 0 0 3.915e -3 - 1.812e -5 1.162e -3 436 4 N91 -.028 -.159 .091 4.47e -4 1.615e -4 - 2.783e -3 437 4 N92 .025 -.159 .099 2.919e -4 - 4.72e -4 2.799e -3 438 4 N93 -.006 -.178 .064 - 3.762e -4 6.286e -4 - 2.482e -3 439 4 N94 0 -.12 .051 2.777e -3 3.293e -4 - 1.295e -5 440 4 N95 -.003 -.181 .064 5.643e -4 3.553e -4 - 1.512e -3 441 4 N96 0 -.407 .036 3.1e -3 3.153e -5 2.788e -5 442 4 N97 0 -.13 .074 7.15e -3 - 9.393e -6 8.276e -6 443 4 N98 0 -.272 .036 3.364e -3 2.46e -5 - 1.192e -4 444 4 N99 .005 -.18 .069 - 7.229e -4 - 6.372e -4 2.496e -3 445 4 N100 -.003 -.12 .053 3.144e -3 - 2.985e -4 2.507e -5 446 4 N101 .001 -.241 .069 - 9.781e -4 - 6.214e -4 5.845e -4 447 4 N102 .019 -.159 .051 - 3.008e -3 - 2.754e -5 - 2.773e -3 448 4 N103 -.001 -.421 .07 2.478e -3 - 2.802e -5 -3.471e-6 449 4 N104 -.021 -.159 .053 - 3.335e -3 - 1.384e -4 2.784e -3 450 4 N105 .019 -.178 .051 - 1.875e -3 1.159e -4 - 2.098e -3 451 4 N106 -.001 -.407 .071 2.851e -3 - 1.724e -5 3.446e -5 452 4 N107 -.02 -.18 .053 - 2.13e -3 - 2.204e -4 2.169e -3 453 4 N108 -.035 -.323 .037 - 1.068e -3 8.131e-4 2.084e -3 454 4 N109 -.035 -.335 .035 - 1.013e -3 3.34e -4 4.834e -3 455 4 N110 -.042 -.323 .034 - 9.88e -4 5.604e -4 1.767e -3 456 4 N111 -.044 -.335 .032 - 9.548e -4 2.021e-4 2.824e -3 457 4 N112 .032 -.334 .035 -8.81e-4 - 1.86e -4 - 4.815e -3 458 4 N113 .041 -.334 .033 - 8.176e -4 - 1.462e -5 - 2.806e -3 459 4 N114 .032 -.323 .038 - 9.472e -4 - 7.207e -4 - 2.022e -3 460 4 N115 .038 -.323 .035 - 8.75e -4 - 4.173e -4 - 1.709e -3 Joint Reactions LC Joint Label X [lb] Y [lb] Z [lb] MX [lb -ft] MY [lb-ft] MZ [lb-ft] 1 1 N2 0 0 4.216 0 0 0 2 1 N3 0 0 - 51.276 0 0 0 3 1 N5 0 0 -2.569 0 0 0 4 1 N6 0 0 25.653 0 0 0 5 1 N9 0 0 - 89.637 0 0 0 6 1 N18 0 0 - 47.209 0 0 0 7 1 N64 2973.422 0 0 0 0 0 8 1 N63 - 1552.007 0 0 0 0 0 9 1 N62 39.156 0 0 0 0 0 10 1 N61 114.192 0 0 0 0 0 11 1 N60 - 2810.899 0 0 0 0 0 12 1 N59 1335.967 0 0 0 0 0 13 1 N58 -51.63 0 0 0 0 0 14 1 N57 - 53.845 0 0 0 0 0 15 1 N7 0 0 35.329 0 0 0 RISA -3D Version 9.1.0 [S:\...1... \...1...1Tesla Washington Square \ENG \Tesla Space Truss.r3d] Page 29 Company : SML Engineers Apr 27, 2012 Designer : njr 2:02 PM Job Number : 257 -12 Tesla Storefront Checked By: Joint Reactions (Continued) LC Joint Label X fibl Y flbl Z flbl MX flb -ftl MY flb -ftl MZ flb -ftl 16 1 N88 -9.221 - 637.122 0 0 0 0 17 1 N90 24.561 1327.384 -.062 0 0 0 18 1 N89 10.742 1113.916 133.385 0 0 0 19 1 N85 7.227 - 635.513 0 0 0 0 20 1 N87 - 23.895 1323.419 -.256 0 0 0 21 1 N86 -3.77 1111.782 137.269 0 0 0 22 1 N8 0 0 - 144.841 0 0 0 23 1 Totals: 0 3603.867 0 24 1 COG (in): X: 162.5 Y: 3.397 Z: -12.33 25 2 N2 0 0 14.412 0 0 0 26 2 N3 0 0 -63.9 0 0 0 27 2 N5 0 0 4.732 0 0 0 28 2 N6 0 0 50.393 0 0 0 29 2 N9 0 0 - 87.838 0 0 0 30 2 N18 0 0 - 57.453 0 0 0 31 2 N64 3543.752 0 0 0 0 0 32 2 N63 - 1848.412 0 0 0 0 0 33 2 N62 22.997 0 0 0 0 0 34 2 N61 171.326 0 0 0 0 0 35 2 N60 - 3342.617 0 0 0 0 0 36 2 N59 1595.789 0 0 0 0 0 37 2 N58 -37.3 0 0 0 0 0 38 2 N57 - 120.55 0 0 0 0 0 39 2 N7 0 0 65.96 0 0 0 40 2 N88 -13.8 - 830.326 0 0 0 0 41 2 N90 27.32 1673.207 -.184 0 0 0 42 2 N89 25.516 1503.35 131.935 0 0 0 43 2 N85 8.493 - 826.059 0 0 0 0 44 2 N87 - 28.006 1669.603 -.646 0 0 0 45 2 N86 -4.505 1490.758 136.852 0 0 0 46 2 N8 0 0 - 194.264 0 0 0 47 2 Totals: 0 4680.533 0 48 2 COG (in): X: 162.5 Y: 2.616 Z: -16.16 49 3 N2 0 0 49.221 0 0 0 50 3 N3 0 0 -4.385 0 0 0 51 3 N5 0 0 42.949 0 0 0 52 3 N6 0 0 30.677 0 0 0 53 3 N9 0 0 - 15.143 0 0 0 54 3 N18 0 0 4.233 0 0 0 55 3 N64 3187.754 0 0 0 0 0 56 3 N63 - 1647.197 0 0 0 0 0 57 3 N62 66.971 0 0 0 0 0 58 3 N61 83.227 0 0 0 0 0 59 3 N60 - 2989.888 0 0 0 0 0 60 3 N59 1351.906 0 0 0 0 0 61 3 N58 - 59.575 0 0 0 0 0 62 3 N57 1.944 0 0 0 0 0 63 3 N7 0 0 42.899 0 0 0 64 3 N88 -9.172 - 636.516 0 0 0 0 65 3 N90 26.376 1003.973 -1.415 0 0 0 66 3 N89 8.739 1436.426 272.905 0 0 0 67 3 N85 7.455 - 635.133 0 0 0 0 68 3 N87 -24.97 1013.799 -1.084 0 0 0 69 3 N86 -3.572 1421.318 273.972 0 0 0 70 3 N8 0 0 274.171 0 0 0 71 3 Totals: 0 3603.867 969 72 3 COG (in): X: 162.5 Y: 3.397 Z: -12.33 RISA -3D Version 9.1.0 [S: \... \... \... \... \Tesla Washington Square\ENG\Tesla Space Truss.r3d] Page 30 Company : SML Engineers Apr 27, 2012 Designer : njr 2:02 PM Job Number : 257 -12 Tesla Storefront Checked By: Joint Reactions (Continued) LC Joint Label X [lb] Y [lb] Z [lb] MX [lb -ft] MY [lb -ft] MZ [lb-ft] 73 4 N2 0 0 - 40.813 0 0 0 74 4 N3 0 0 - 98.172 0 0 0 75 4 N5 0 0 - 48.111 0 0 0 76 4 N6 0 0 20.87 0 0 0 77 4 N9 0 0 - 164.124 0 0 0 78 4 N18 0 0 - 98.673 0 0 0 79 4 N64 2758.509 0 0 0 0 0 80 4 N63 - 1456.5 0 0 0 0 0 81 4 N62 11.254 0 0 0 0 0 82 4 N61 145.252 0 0 0 0 0 83 4 N60 - 2631.32 _ 0 0 0 0 0 84 4 N59 1319.802 0 0 0 0 0 85 4 N58 - 43.635 0 0 0 0 0 86 4 N57 - 109.794 0 0 0 0 0 87 4 N7 0 0 27.991 0 0 0 88 4 N88 -9.272 - 637.52 0 0 0 0 89 4 N90 22.75 1650.567 1.543 0 0 0 90 4 N89 12.745 791.434 -6.504 0 0 0 91 4 N85 6.997 - 635.692 0 0 0 0 92 4 N87 - 22.833 1632.813 .804 0 0 0 93 4 N86 -3.955 802.265 .219 0 0 0 94 4 N8 0 0 - 564.03 0 0 0 95 4 Totals: 0 3603.867 -969 96 4 COG (in): X: 162.5 Y: 3.397 Z: -12.33 Plate Primary' Data Label A Joint B Joint C Joint D Joint Material Thickness[in] 1 P1 N20 N48 N44 N22 qen Alum .25 2 P2 N48 N47 N43 N44 gen Alum .25 3 P3 N47 N46 N42 N43 gen Alum .25 4 P4 N42 N41 N45 N46 gen_Alum .25 5 P5 N45 N41 N21 N19 gen_Alum .25 Plate Forces LC Plate Label Qx[lb] Qyflb] Mx[lb-ft] Myflb -ft] Mxyflb -ft] FAO] Fyflb] Fxy[lb] 1 1 P1 -.929 .576 -.043 -.151 _ .052 1.144 -2.136 29.102 2 1 P2 -8.466 -.767 -1.097 -.647 .038 11.115 2.052 22.17 3 1 P3 -.469 0 -.038 -.19 0 11.601 1.552 -.462 4 1 P4 -8.295 -1.924 .886 .3 -.024 11.238 2.785 38.768 5 1 P5 .628 .406 .017 0 .051 -2.613 .202 - 28.668 6 2 P1 -.676 .434 -.087 -.292 .048 -.57 -2.863 45.941 7 2 P2 - 10.372 -1.207 -1.232 -.938 .031 11.214 3.105 26.366 8 2 P3 -.625 -.136 -.101 -.411 0 11.836 3.2 -.664 9 2 P4 - 10.094 -2.519 1.089 .515 -.024 11.361 4.406 65.853 10 2 P5 .577 .538 .115 .036 .048 -4.173 -1.51 - 44.863 11 3 P1 -2.04 .355 -.039 -.128 .054 5.299 -1.378 23.699 12 3 P2 -1.172 -.745 -.996 -.551 .067 13.759 1.955 35.341 13 3 P3 0 -.122 -.032 -.167 0 14.084 .88 -.615 14 3 P4 -1.232 -1.493 .485 .203 -.022 14.095 2.724 51.671 15 3 P5 .356 .3 .03 .027 .055 -1.78 3.452 -23.42 16 4 P1 .185 .796 -.047 -.174 .05 -3.026 -2.897 34.532 17 4 P2 - 15.793 -.786 -1.197 -.743 0 8.44 2.145 9.105 18 4 P3 -.85 .219 -.044 -.213 0 9.092 2.228 -.31 19 4 P4 - 15.364 -2.353 1.285 .396 -.026 8.348 2.843 26.006 20 4 P5 .9 .512 0 -.012 .047 -3.45 -3.062 -33.94 RISA -3D Version 9.1.0 [S: \...\... \... \... \Tesla Washington Square \ENG \Testa Space Truss.r3d] Page 31 Company : SML Engineers Apr 27, 2012 Designer : njr 2:02 PM Job Number : 257 -12 Tesla Storefront Checked By: Plate Principal Stresses LC Plate Label Loc Sigmal[ksi] Sigma2[ksi] Tau Max[ksi] Angle[rad] Von Mises[ksi] 1 1 P1 T .076 -.303 .189 .599 .347 2 B .189 .03 .079 1.174 .176 3 1 P2 T -.703 -1.253 .275 1.321 1.088 4 B 1.312 .75 .281 .081 1.14 5 1 P3 T .003 -.213 .108 -.009 .214 6 B .225 .09 .067 1.585 .196 7 1 P4 T 1.088 .334 .377 .173 .965 8 B -.286 -1.024 .369 1.312 .915 9 1 P5 T .061 -.051 .056 -.746 .098 10 B .159 -.189 .174 2.311 .302 11 2 P1 T .044 -.494 .269 .549 .517 12 B .382 .04 .171 1.148 .364 13 2 P2 T -1.013 -1.429 .208 1.197 1.273 14 B 1.476 1.081 .198 .179 1.324 15 2 P3 T -.069 -.461 .196 -.007 .431 16 B .487 .163 .162 1.579 .429 17 2 P4 T 1.372 .538 .417 .3 1.198 18 B -.462 -1.322 .43 1.199 1.162 19 2 P5 T .206 -.055 .13 -.627 .238 20 B .142 -.339 .241 2.249 .428 21 3 P1 T .081 -.258 .169 .589 .306 22 B .154 .054 .05 1.213 .136 23 3 P2 T -.541 -1.178 .319 1.193 1.022 24 B 1.209 .636 .287 .113 1.048 25 3 P3 T .019 -.189 .104 -.012 .2 26 B .196 .093 .051 1.595 .17 27 3 P4 T .69 .171 .259 .388 .622 28 B -.092 -.633 .271 1.057 .593 29 3 P5 T .068 .004 .032 2.219 .066 30 B .128 -.187 .157 2.317 .274 31 4 P1 T .07 -.348 .209 .607 .388 32 B .224 .006 .109 1.155 .221 33 4 P2 T -.844 -1.348 .252 1.498 1.18 34 B 1.415 .862 .277 .066 1.235 35 4 P3 T -.014 -.236 .111 -.006 .23 36 B .254 .087 .084 1.578 .224 37 4 P4 T 1.519 .462 .529 .071 1.349 38 B -.427 -1.465 .519 1.441 1.305 39 4 P5 T .062 -.102 .082 -.748 .143 40 B .184 -.196 .19 2.336 .329 Member ADM 05 ASD Aluminum Code Checks (By Combination) LC Member Shape UC Max Loc[inlShear ...Loc[inl••• Ft[ksi] Fc[ksil Fby[ksi _ Fbz[ksi] Fsyfksil Fsz[ksi] Cb Cmy Cmz Eqn 1 1 Ml RT2X2XO.. .461 94.5 .211 108 v 9.091 8.634 9.091 9.091 5.249 5.249 1 .414 .6 4.1.1 -2 2 1 M2 RT2X2XO.. .515 95.375 .212 109 y 9.091 8.634 9.091 9.091 5.249 5.249 1 .999.996 - 3 1 M3 RT2X2X0.. .462 13.5 .212 0 v 9.091 8.634 9.091 9.091 5.249 5.249 1 .484 .6 4.1.1 -2 4 1 M4 RT2X2X0.. .227 8.75 .092 0 y 9.091 6.664 9.091 9.091 5.249 5.249 1.332 .6 .6 4.1.2 -1 5 1 M5 RT2X2X0.. .475 31.966 .005 0 v 9.091 5.036 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.1 -1 6 1 M6 RT2X2XO.. .572 8.75 .083 0 y 9.091 6.635 9.091 9.091 5.249 5.249 1.239 .6 , .6 4.1.1 -3 7 1 M7 RT2X2XO.. .982 4.375 .410 0 v 9.091 6.635 9.091 9.091 5.249 5.249 1.789 .6 .6 4.1.2 -1 8 1 M8 RT2X2X0... .979 4.375 .399 0 y 9.091 6.635 9.091 9.091 5.249 5.249 1.785 .6 .6 4.1.2 -1 9 1 M9 RT2X2X0.. .572 8.75 .094 0 v 9.091 6.635 9.091 9.091 5.249 5.249 1.241 .6 .6 4.1.1 -3 10 1 M10 RT2X2XO.. .474 31.966 .016 0 y 9.091 5.036 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.1 -1 11 1 M11 RT2X2X0.. .153 13.125 .085 0 v 9.091 6.664 9.091 9.091 5.249 5.249 1.343 .6 .6 4.1.1 -3 12 1 M12 RT4X4X0.. .225 127.68 .008 95.76 y 9.091 5.148 8.901 8.901 5.249 5.249 1.696 .6 .5794.1.1 -3 RISA -3D Version 9.1.0 [S: \... \...\...\...\Tesla Washington Square\ENG \Tesla Space Truss.r3d] Page 32 Company : SML Engineers Apr 27, 2012 Designer : njr 2:02 PM Job Number : 257 -12 Tesla Storefront Checked By: Member ADM 05 ASD Aluminum Code Checks (By Combination) (Continued) LC Member Shape UC Max Loc[in] Shear ... Loc[inl... Ft[ksi] Fc[ksi] Fbv[ksil Fbz[ksil Fsv[ksi]_ Fsz[ksi]_ Cb Cmy Cmz Eqn 13 1 M13 RT4X4X0.. .223 127.68 .005 95.76 v 9.091 5.148 8.901 8.901 5.249 5.249 1.645 .6 .59 4.1.1 -3 14 1 M14 RT2X4X0.. .233 95.76 .031 0 z 9.091 2.16 8.901 9.091 5.249 5.249 1.359 .6 .768 15 1 M15 RT2X4X0.. .273 0 .019 0 z 9.091 2.16 8.901 9.091 5.249 5.249 1.509 .6 .6254.1.1 -3 16 1 M16 RT2X4XO.. .016 25.469 .012 0 z 9.091 5.985 8.901 9.091 5.249 5.249 1 .6 .6 4.1.2 -1 17 1 M17 RT2X4XO.. .016 25.469 .003 0 z 9.091 5.985 8.901 9.091 5.249 5.249 1 .6 .6 4.1.2 -1 18 1 M18 RT2X4XO.. .539 44.57 .313 44.57 y 9.091 5.985 8.901 9.091 5.249 5.249 2.307 .84 .5634. - 19 1 M19 RT2X4XO.. .015 25.469 .008 0 z 9.091 5.985 8.901 9.091 .5.249 5.249 1 .6 .6 4.1.2 -1 20 1 M20 RT2X4XO.. .015 25.469 .005 0 z 9.091 5.985 8.901 9.091 5.249 5.249 1 .6 .6 4.1.2 -1 21 1 M21 RT2X4XO.. .726 44.57 .284 44.57 v 9.091 5.985 8.901 9.091 5.249 5.249 2.458 .6 .6 4.1.2 -1 22 1 M22 RT2X4XO.. .031 33.188 .004 0 z 9.091 5.182 8.901 9.091 5.249 5.249 1 .6 .6 4.1.1 -3 23 1 M23 RT2X4XO.. .030 33.189 .013 0 z 9.091 5.181 8.901 9.091 5.249 5.249 1 .6 .6 4.1.1 -3 24 1 M24 RT2X4XO.. .032 33.189 .031 66.379 z 9.091 5.181 8.901 .9.091 5.249 5.249 1 .6 .6 4.1.1 -3 25 1 M25 RT2X4XO.. .030 33.188 .002 0 z 9.091 5.182 8.901 9.091 5.249 5.249 1 .6 .6 4.1.1 -3 26 1 M26 RT2X4XO.. .029 33.189 .007 66.379 z 9,091 5.181 8.901 9.091 5.249 5.249 1 .6 .6 4.1.1 -3 27 1 M27 RT2X4X0.. .033 33.189 .017 0 z 9.091 5.181 8.901 9.091 5.249 5.249 1 .6 .6 4.1.1 -3 28 1 M28 RT2X4XO.. .523 44.57 .386 50.938_z 9.091 5.985 8.901 9.091 5.249 5.249 2.361 .6 .6 4.1.1 -3 29 1 M29 RT2X4XO.. .525 44.57 .381 50.938 z 9.091 5.985 8.901 9.091 5.249 5.249 2.112 .6 .6 4.1.1 -3 30 1 M30 RT2X2XO.. .166 38.203 .017 44.57 z 9.091 5.767 9.091 9.091 5.249 5.249 1.572 .371 31 1 M31 RT2X2XO.. .182 38.203 .016 44.57 z 9.091 5.767 9.091 9.091 5.249 5.249 1.565.215.8634.1. -3 32 1 M32 RT2X2XO.. .353 6.75 .092. 0 z 9.091 8.255 9.091 9.091 5.249 5.249 1.064.601 .94 4.1.2 -1 33 1 M33 RT2x2x0....377 6.75 .132 0 z 9.091 8.255 9.091 9.091 5.249 5.249 2.144.509.463 -3 34 1 M34 RT2X2X0... .403 6.75 .124 0 z 9.091 8.255 9.091 9.091 5.249 5.249 2.168.569.4124.1.1 -3 _ 35 1 M35 RT2X2X0.. .366 6.75 .084 0 z 9.091 8.255 9.091 9.091 5.249 5.249 1.152.648.8684.1.2 - 36 1 M36 RT2X2XO.. .509 108 .049 94.5 z 9.091 8.634 9.091 9.091 5.249 5.249 1 .585.734 - 37 1 M37 RT2X2XO.., .509 0 .065 109 v 9.091 8.634 9.091 9.091 5.249 5.249 1 .979.902 - 38 1 M38 RT2X2XO.., .483 0 .068 13.5 z. 9.091 8.634 9.091 9.091 5.249 5.249 1 .596.7934.1.1 - 39 1 M39 RT2X2XO... .268 54 .080 13.5 v 9.091 2.579 9.091 9.091 5.249 5.249 1.119 .6 .6 4.1.2 -1 40 1 M40 RT2X2X0... .329 54.5 .111 0 y 9.091 2.532 9.091 9.091 5.249 5.249 1.148 .6 .6 4.1.2 -1 41 1 M41 'RT2X2X0... .232 54 .099 108 v 9.091 2.579 9.091 9.091 5.249 5.249 1.592 .6 .6 4.1.2 -1 42 1 M42 RT2X2XO.. .002 11.5 .007 0 z 9.091 7.987 9.091 9.091 5.249 5.249 1 .6 .6 4.4 -2 43 1 M43 RT2X2X0.. .004 11.5 .032 0 z 9.091 7.987 9.091 9.091 5.249 5.249 1 .6 .6 4.4 -2 44 1 M44 RT2X2X0... .000 0 .111 0 z 9.091 7.987 9.091 9.091 5.249 5.249 1 .6 .6 4.1.2 -1 45 1 M45 RT2X2X0... .004 0 .052 0 z 9.091 7.987 9.091 9.091 5.249 5.249 1 .6 .6 4.4 -2 46 1 M46 RT2X2XO.., .003 0 .047 0 z 9.091 7.987 9.091 9.091 5.249 5.249 1 .6 .6 4.4 -2 47 1 M47 RT2X2X0... .008 0 .085 0 z 9.091 7.987 9.091 9.091 5.249 5.249 1 .6 .6 4.4 -2 48 1 M48 RT2X2XO... .401 21.875 .064 26.25 z 9.091 6.664 9.091 9.091 5.249 5.249 1.524 .6 .6 4.1.2 -1 49 1 M49 RT3X3XO... ,159 53.5 .063 53.5 v 9.091 4.624 9.091 9.091 5.249 5.249 1.64 .6 .6 4.1.1 -3 50 1 M50 RT2X2XO.. .225 11.047 .012 44.188 z 9.091 6.147 9.091 9.091 5.249 5.249 1.346 .6 .6 4.1.2 -1 51 1 M51 RT2x2xo.. .381 0 .023 44.188 z 9.091 6.147 9.091 9.091 5.249 5.249 2.212 .54 .32 4.1.2 -1 52 1 M52 RT2x2x0....468 0 .031 44.188 z 9.091 6.147 9.091 9.091 5.249 5.249 2.23.502.285 - 53 1 M53 RT2X2X0....199 16.57 .019 0 z 9.091 6.147 9.091 9.091 5.249 5.249 2996 .6 .6 4.1.2 -1 54 1 M54 RT3X3X0.. .001 11.554 .005 0 z 9.091 8.201 9.091 9.091 5.249 5.249 1 .6 .6 4.1.2-1 55 1 M55 RT3X3X0.. .006 11.554 .023 0 z 9.091 8.201 9.091 9.091 5.249 5.249 1 .6 .6 4.1.2 -1 56 1 M56 RT2X2xo....216 16.57 .022 0 z 9.091 6.147 9.091 9.091 5.249 5.249 3.269 .6 .6 4.1.1 -3 57 1 M57 RT2x2X0.. .233 16.57 .013 44.188 z 9.091 6.147 9.091 9.091 5.249 5.249 1.376 .6 .6 4.1.1 -3 58 1 M58 RT2X2XO.. .426 0 .026 44.188 z 9.091 6.147 9.091 9.091 5.249 5.249 1.667 .6 .6 4.1.1 -3 59 1 M59 RT2x2x0....357 0 .021 44.188 z 9.091 6.147 9.091 9.091 5.249 5.249 1.667 .6 .6 4.1.2 -1 60 1 M60 RT3X3XO... .007 11.554 .018 0 z 9.091 8.201 9.091 9.091 5.249 5.249 1 .6 .6 4.1.2 -1 61 1 M61 RT3X3XO.. .002 11.554 .001 0 z 9.091 8.201 9.091 9.091 5.249 5.249 1 .6 .6 4.1.2 -1 62 1 M62 RT3X3XO.. .267 53.5 .015 0 y 9.091 4.624 9.091 9.091 5.249 5.249 1.196 .6 .6 4.1.2 -1 63 1 M63 RT3X3X0.. .152 53.5 .054 53.5 v 9.091 4.624 9.091 9.091 5.249 5.249 1.656 .6 .6 4.1.1 -3 64 1 M64 RT3X3XO.. .012 1 .025 1 z 9.091 8.559 9.091 9.091 5.249 5.249 1.409 .6 .6 4.1.2 -1 65 1 M65 RT3X3XO.. .015 1 .017 1 z 9.091 8.559 9.091 9.091 5.249 5.249 1.412 .6 .6 4.1.1 -3 66 1 M66 RT3X3XO.. .014 1 .015 0 z 9.091 8.559 9.091 9.091 5.249 5.249 1.457 .6 .6 4.1.1 -3 67 1 M67 RT3X3XO.., .011 1 .021 0 z 9.091 8.559 9.091 9.091 5.249 5.249 1.453 .6 .6 4.1.2 -1 68 1 M68 RT2X2X0.. .027 16.081 .015 0 y 9.091 6.824 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.1 -3 69 1 M69 RT2X2XO.. .034 16.081 .012 32.161 y 9.091 6.824 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.1 -3 RISA -3D Version 9.1.0 [S:1...1...1...1...1Tesla Washington Square\ENG\Tesla Space Truss.r3d] Page 33 Company : SML Engineers Apr 27, 2012 Designer : njr 2:02 PM Job Number : 257 -12 Testa Storefront Checked By: Member ADM 05 ASD Aluminum Code Checks (By Combination) (Continued) LC Member Shape UC Max Locrin1Shear ..,Locfinl ... Ftrksil Fcrksil Fbvrksil Fbzfksil Fsvfksi Fszfksi Cb Cmv Cmz Ean 70 1 M70 RT3X3X0.. .005 0 .053 0 z 9.091 8.201 9.091 9.091 5.249 5.249 1 .6 .6 4.4 -2 71 1 M71 RT3X3X0.. .008 0 .085 0 z 9.091 8.201 9.091 9.091 5.249 5.249 1 .6 .6 4.4 -2 72 1 M72 RT2X2X0.. .408 13.125 .088 0 y 9.091 6.664 9.091 9.091 5.249 5.249 1.264 .6 .6 4.1.2 -1 73 1 M73 RT2X2X0.. .445 13.125 .098 0 v 9.091 6.664 9.091 9.091 5.249 5.249 1.285 .6 .6 4.1.2 -1 74 1 M74 RT2X2X0.. .334 44.57 .202 50.938 y 9.091 5.767 9.091 9.091 5.249 5.249 2.184.786.5974.1.1 -3 75 1 M75 RT2X2X0... .183 0 .025 0 z 9.091 6.147 9.091 9.091 5.249 5.249 2.301 .26 .333 - 76 1 M76 RT2X2X0.. .564 44.57 .153 50.938 y 9.091 5.767 9.091 9.091 5.249 5.249 2.353.949.5134.1.1 -3 77 1 M77 RT .046 44.188 .005 44.188 v 9.091 6.147 9.091 9.091 5.249 _5.249 2.375.234.3814.1.2 -1 78 1 M78 RT2x2x0....340 44.57 .194 50.938 y 9.091 5.767 9.091 9.091 5.249 5.249 2.091.722.5564.1.1 -3 79 1 M79 RT2X2X0... .253 44.188 .040 44.188 y 9.091 6.147 9.091 9.091 5.249 5.249 2.226.258.3944.1.2 - 1 80 1 M80 RT2X2X0... .203 0 .079 0 y 9.091 7.987 9.091 9.091 5.249 5.249 2.076.681 .4824.1.2 -1 81 1 M81 RT2X2X0.. .243 11.5 .047 0 z 9.091 7.987 9.091 9.091 5.249 5.249 2.207 .55 .3314.1.1 -3 82 1 M82 RT2X2X0... .205 11.5 .063 0 y 9.091 7.987 9.091 9.091 5.249 5.249 2.033.647.4924.1.2 -1 83 1 M83 RT2X2X0.. .038 36.935 .004 0 v 9.091 4.477 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.2 -1 84 1 M84 RT2X2X0... .030 36.935 .027 73.871 y 9.091 4.477 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.2 -1 85 1 M85 RT2X2X0.. .048 36.935 .049 0 v 9.091 4.477 9.091 9.091 , 5.249 5.249 1.136 .6 .6 4.1.2 -1 86 1 M86 RT2X2XO... .046 36.935, .049 0 y 9.091 4.477 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.2 -1 87 1 M87 RT2X2X0.., .030 36.935 .044 73.871 y 9.091 4.477 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.2 -1 88 1 M88 RT2X2X0.. .031 36.935 .007 73.871 y 9.091 4.477 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.2 -1 89 1 M89 RT2X2X0.. .174 1 .020 0 v 9.091 8.522 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.2 -1 90 1 M90 RT2X6X0.. .123 0 .007 0 y 9.091 5.944 7.227 9.091 5.216 5.249 1.272.921.9714.1.2 -1 91 1 M91 RT2X6X0.. .118 0 .012 0 v 9.091 5.944 7.227 9.091 5.216 5.249 2.498.252 .6 4.1.2 -1 92 1 M92 RT2X6X0.. .416 53.5 .025 0 y 9.091 5.944 7.227 9.091 5.216 5.249 1.518.545 .6 4.1.2 -1 93 1 M93 RT2x6X0....416 0 .025 53.5 v 9.091 5.944 7.227 9.091 5.216 5.249 1.518.589 .6 4.1.2 -1 94 1 M94 RT2x6xo....103 53.5 .012 53.5 y 9.091 5.944 7.227 9.091 5.216 5.249 2.523.482 .6 4.1.2 -1 95 1 M95 RT2X6X0... .309 53.5 .016 0 z 9.091 5.944 7.227 9.091 5.216 5.249 1.31.573.9334. - 96 1 M96 RT2X2X0... .172 1 .017 2 y 9.091 8.522 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.2 -1 97 1 M97 RT2X2X0.. .195 30.192 .005 0 v 9.091 5.236 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.2 -1 98 1 M98 RT2X2X0.. .061 30.192 .002 0 y 9.091 5.236 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.1 -3 99 1 M99 RT2X2X0.. .065 30.192 .002 0 v 9.091 5.236 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.1 -3 100 1 M100 RT2X2X0.. .195 30.192 .012 30.384 y 9.091 5.236 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.2 -1 101 2 Ml RT2X2XO.. .538 94.5 .243 108 v 9.091 8.634 9.091 9.091 5.249 5.249 1 .408 .6 4.1.1 -2 102 2 M2 RT2X2X0... .598 13.625 .245 109 y 9.091 8.634 9.091 9.091 5.249 5.249 1 .987.995 - 103 2 M3 RT2X2XO.. .538 13.5 .245 0 v 9.091 8.634 9.091 9.091 5.249 5.249 1 .472 .6 4.1.1 -2 104 2 M4 RT2X2X0.. .266 13.125 .100 0 y 9.091 6.664 9.091 9.091 5.249 5.249 1.34 .6 .6 4.1.1 -3 105 2 M5 RT2X2XO.. .564 31.966 .006 0 v 9.091 5.036 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.1 -1 106 2 M6 RT2X2X0.. .640 8.75 .106 0 y 9.091 6.635 9.091 9.091 5.249 5.249 1.223 .6 .6 4.1.1 -3 107 2 M7 RT2X2X0.. 1.141 4.375 .477 0 v 9.091 6.635 9.091 9.091 5.249 5.249 1.798 .6 .6 4.1.2 -1 108 2 M8 RT2X2XO.. 1.138 4.375 .466 0 y 9.091 6.635 9.091 9.091 5.249 5.249 1.794 .6 .6 4.1.2 -1 109 2 M9 RT2X2X0.. .640 8.75 .120 0 v 9.091 6.635 9.091 9.091 5.249 5.249 1.222 .6 .6 4.1.1 -3 110 2 M10 RT2X2X0.., .564 31.966 .019 0 y 9.091 5.036 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.1 -1 111 2 M1 RT2X2X0.. .162 8.75 .102 0 v 9.091 6.664 9.091 9.091 5.249 5.249 1.355 .6 .6 4.1.2 -1 112 2 M12 RT4X4X0....280 127.68 .009 95.76 y 9.091 5.148 8.901 8.901 5.249 5.249 1.681 .6 .5794.1.1 -3 113 2 M13 RT4X4X0.. .266 127.68 .006 95.76 v 9.091 5.148 8.901 8.901 5.249 5.249 1.571 .6 .6054.1.1 -3 114 2 M14 RT2X4X0.. .326 95.76 .038 0 z 9.091 2.16 8.901 9.091 5.249 5.249 1.367 .6 .7654.1. - 115 2 M15 RT2X4XO.. .407 0 .025 0 z 9.091 2.16 8.901 9.091 5.249 5.249 1.611 .6 .593 - 116 2 m16 RT2x4xo.. .015 25.469 .014 0 z 9.091 5.985 8.901 9.091 5.249 5.249 1 .6 .6 4.1.2 -1 117 2 M17 RT2X4XO.. .016 25.469 .003 0 z 9.091 5.985 8.901 9.091 5.249 5.249 1 .6 .6 4.1.2 -1 118 2 M18 RT2X4X0.. .643 44.57 .371 44.57 y 9.091 5.985 8.901 9.091 5.249 5.249 2.289.928.598 - 119 2 M19 RT2X4XO.. .015 25.469 .002 0 z 9.091 5.985 8.901 9.091 5.249 5.249 1 .6 .6 4.1.2 -1 120 2 M20 RT2X4X0.. .015 25.469 .009 0 z 9.091 5.985 8.901 9.091 5.249 5.249 1 .6 .6 4.1.2 -1 121 2 M21 RT2X4XO.. .841 44.57 .354 44.57 y 9.091 5.985 8.901 9.091 5.249 5.249 2.43 .6 .6 4.1.2 -1 122 2 M22 RT2X4XO.. .031 33.188 .005 66.376 z 9.091 5.182 8.901 9.091 5.249 5.249 1 .6 .6 4.1.1 -3 123 2 M23 RT2X4XO.. .030 33.189 .015 0 z 9.091 5.181 8.901 9.091 5.249 5.249 1 .6 .6 4.1.1 -3 124 2 M24 RT2X4X0... .034 33.189 .037 66.379 z 9.091 5.181 8.901 9.091 5.249 5.249 1 .6 .6 4.1.1 -3 125 2 M25 RT2x4x0....030 33.188 .003 0 z 9.091 5.182 8.901 9.091 5.249 5.249 1 .6 .6 4.1.1 -3 126 2 M26 RT2X4XO.. .029 33.189 .010 0 z 9.091 5.181 8.901 9.091 5.249 5.249 1 .6 .6 4.1.1 -3 RISA -3D Version 9.1.0 [S: \... \... \... \... \Tesla Washington Square \ENG \Testa Space Truss.r3d] Page 34 Company : SML Engineers Apr 27, 2012 Designer : njr 2:02 PM Job Number : 257 -12 Tesla Storefront Checked By: Member ADM 05 ASD Aluminum Code Checks (By Combination) (Continued) LC Member Shape UC Max Loc[inl Shear ...Loc[inl.,.. Ft[ksi] Fc[ksi] Fby[ksi] Fbz[ksi] Fsyfksi] Fbz[ksi] Cb Cmy Cmz Eqn 127 2 M27 RT2x4x0....034 33.189 .017 66.379 z 9.091 5.181 8.901 9.091 5.249 5.249 1 .6 .6 4.1.1 -3 128 2 M28 RT2x4x0....657 44.57 .485 50.938 z 9.091 5.985, 8.901 9.091 5.249 5.249 2.362 .6 .6 4.1.1 -3 129 2 M29 RT2X4X0.. .658 44.57 ,475 50.938 z 9.091 5.985 8.901 9.091 5.249 5.249 1.729 .6 .6 4.1.1 -3 130 2 M30 RT2X2XO.. .204 38.203 .014 4457 y 9.091 5.767. 9.091 9.091 5.249 5.249 1.568 .33 .3644.1.1 -3 131 2 M31 RT2X2X0.. .226 38.203 .013 0 v 9.091 5.767 9.091 9.091 5.249 5.249 1 574.448.8884.1. -3 132 2 M32 RT2X2X0... .400 6.75 .110 0 z 9.091 8.255 9.091 9.091 5.249 5.249 1.064.572 .94 4.1.2 -1 133 2 M33 RT2X2X0.. .418 6.75 .153 0 z 9.091 8.255 9.091 _9.091 5.249 5.249 1.805.487.554 -3 134 2 M34 RT2x2X0.. .450 6.75 .144 0 z 9.091 8.255 9.091 9.091 5.249 5.249 2.203.549 .34 4.1.1 - 135 2 M35 RT2X2X0.. .415 6.75 .099 0 z 9.091 8.255 9.091 9.091 5.249 5.249 1.144.624.8744.1.2 -1 136 2 M36 RT2X2X0.. .706 108 .051 94.5 z 9.091 8.634 9.091 9.091 5.249 5.249 1 .597.7284.1. - 137 2 M37 RT2X2XO.. .706 0 .063 109 v 9.091 8.634 9.091 9.091 5.249 5.249 1 .972.865 - 138 2 M38 RT2x2X0.. .663 0 .074 13.5 z 9.091 8.634 .9.091 9.091 5.249 5.249 1 .609.817 - 139 2 M39 RT2X2X0.. .501 54 .149 13.5 v 9.091 2.579 9.091 9.091 5.249 5.249 1.107 .6 .6 4.1.2 -1 140 2 M40 RT2X2XO.. .562 54.5 .210 0 y 9.091 2.532 9.091 9.091 5.249 5.249 1.131 .6 .6 4.1.2 -1 141 2 M41 RT2X2X0.. .545 0 .165 108 v 9.091 2.579 _9.091 9.091 5.249 5.249 1.705 .6 .6 4.1.2 -1 142 2 M42 RT2X2X0... .004 11.5 .023 0 z 9.091 7.987 9.091 9.091 5.249 5.249 1 .6 .6 4.4 -2 143 2 M43 RT2X2X0... .006 11.5 .036 0 z 9.091 7.987 9.091 9.091 5.249 5.249 1 .6 .6 4.4 -2 144 2 M44 RT2X2X0.. .001 0 .110 0 z 9.091 7.987 9.091 9.091 5.249 5.249 1 .6 .6 4.1.2 -1 145 2 M45 RT2X2X0.. .006 0 .061 0 z 9.091 7.987 9.091 9.091 5.249 5.249 1 .6 .6 4.4 -2 146 2 M46 RT2X2x0....001 11.5 .057 0 z 9.091 7.987 9.091 9.091 5.249 5.249 1 .6 .6 4.1.2 -1 147 2 M47 RT2X2X0... .010 0 .097 0 z 9.091 7.987 9.091 9.091 5.249 5.249 1 .6 .6 4.4 -2 148 2 M48 RT2X2XO.. .434 26.25 .085 26.25 z 9.091 6.664 _9.091 9.091 5.249 5.249 1.517 .6 .6 4.1.1 -3 149 2 M49 RT3X3XO.. .215 53.5 .096 53.5 v 9.091 4.624 9.091 9.091 5.249 5.249 1.548 .6 .6 4.1.1 -3 150 2 M50 RT2X2X0.. .327 16.57 .018 44.188 z 9.091 6.147 9.091 9.091 5.249 5.249 1.356 .6 .6 4.1.1 -3 151 2 M51 RT2X2X0.. .430 0 .026 44.188 z 9.091 6.147 9.091 9.091 5.249 5.249 2.218.535.3094.1.2 - 152 2 M52 RT .523 0 .035 44.188 z 9.091 6.147 9.091 9.091 5.249 5.249 2.232.494 .28 4.1.1 -3 153 2 M53 RT2X2XO.. .295 16.57 .023 0 z 9.091 6.147 9.091 9.091 5.249 5.249 3.097 .6 .6 4.1.1 -3 154 2 M54 RT3X3X0.. .003 11.554 .005 0 z 9.091 8.201 9.091 9.091 5.249 5.249 1 .6 .6 4.1.2 -1 155 2 M55 RT3X3X0... .009 11.554 .028 0 z 9.091 8.201 9.091 9.091 5.249 5.249 1 .6 .6 4.1.2 -1 156 2 M56 RT2x2xo....311 16.57 .025 0 z 9.091 .6.147 9.091 9.091 5.249 5.249 3.34 .6 .6 4.1.1 -3 157 2 M57 RT2X2X0.. .328 16.57 .019 44.188 z 9.091 6.147 9.091 9.091 5.249 5.249 1.383 .6 .6 4.1.1 -3 158 2 M58 RT2X2X0.. .472 0 .030 44.188 z 9.091 6.147 9.091 9.091 5.249 5.249 1.667 .6 .6 4.1.1 -3 159 2 M59 RT2X2X0... .403 0 .024 44.188 z 9.091 6.147 9.091 9.091 5.249 5.249 1.667 .6 .6 4.1.2 -1 160 2 M60 RT3X3X0.. .010 11.554 .021 0 z 9.091 8.201 9.091 9.091 5.249 5.249 1 .6 .6 4.1.2 -1 161 2 M61 RT3X3X0.. .004 11.554 .001 0 z 9.091 8.201 9.091 9.091 5.249 5.249 1 .6 .6 4.1.2 -1 162 2 M62 RT3X3X0.. .293 53.5 .041 0 y 9.091 4.624 9.091 9.091 5.249 5.249 1.093 .6 .6 4.1.2 -1 163 2 M63 RT3X3X0... .202 53.5 .080 53.5 v 9.091 4.624 9.091 9.091 5.249 5.249 1.655 .6 .6 4.1.1 -3 164 2 M64 RT3X3X0... .015 1 .031 1 z 9.091 8.559 9.091 9.091 5.249 5.249 1.382 .6 .6 4.1.2 -1 165 2 M65 RT3X3X0... .020 1 .022 1 z 9.091 8.559 9.091 9.091 5.249 5.249 1.383 .6 .6 4.1.1 -3 166 2 M66 RT3X3X0... .019 1 .020 1 z 9.091 8.559 9.091 9.091 5.249 5.249 1.427 .6 .6 4.1.1 -3 167 2 M67 RT3X3XO... .014 1 .027 0 z 9.091 8.559 9.091 9.091 5.249 5.249 1.425 .6 .6 4.1.2 -1 168 2 M68 RT2X2XO.. .039 16.081 .017 0 y 9.091 6.824 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.1 -3 169 2 _ M69 RT2X2X0... .046 16.081 .011 32.161y 9.091 6.824 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.1 -3 170 2 M70 RT3X3X0.. .000 11.554 .062 0 z 9.091 8.201 9.091 9.091 5.249 5.249 1 .6 .6 4.1.2 -1 171 2 M71 RT3X3X0.. .002 11.554 .099 0 z 9.091 8.201 9.091 9.091 5.249 5.249 1 .6 .6 4.1.2 -1 172 2 M72 RT2X2X0.. .571 13.125 .104 0 y 9.091 6.664 9.091 9.091 5.249 5.249 1.263 .6 .6 4.1.2 -1 173 2 M73 RT2X2X0.. .634 13.125 .115 0 v 9.091 6.664 9.091 9.091 5.249 5.249 1 .6 .6 4.1.2-1 174 2 M74 RT2X2X0.. .375 44.57 .265 50.938 y 9.091 5.767 9.091 9.091 5.249 5.249 1.892.795.6084.1.1 -3 175 2 M75 RT2X2XO.. .380 0 .020 0 v 9.091 6.147 9.091 9.091 5.249 5.249 2.191 .26 .4174.1.2 -1 176 2 M76 RT2X2X0.. .582 44.57 .197 50.938 y 9.091 5.767 9.091 9.091 5.249 5.249 2 .971 .955 - 177 2 M77 RT2X2XO.. .308 44.188 .023 44.188 y 9.091 6.147 9.091 9.091 5.249 5.249 2.17.213.457 - 178 2 M78 RT2x2X0.. .369 44.57 .260 50.938 y 9.091 5.767 9.091 9.091 5.249 5.249 1.702.725.588 -3 179 2 M79 RT2X2X0.. .564 4 .063 44.188 y 9.091 6.147 9.091 9.091 5.249 5.249 2.174.238.4314. - 180 2 M80 RT2X2X0... .267 0 .087 0 y 9.091 7.987 9.091 9.091 5.249 5.249 2.088.424.479 -1 181 2 M81 RT2X2X0... .190 0 .055 0 z 9.091 7.987 9.091 9.091 5.249 5.249 2 .3484. - 182 2 M82 RT2X2X0.. .294 0 .068 0 y 9.091 7.987 9.091 9.091 5.249 5.249 2.056.214.4864.1.2 - 183 2 M83 RT2X2X0.. .042 36.935 .005 0 y 9.091 4.477 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.2 -1 RISA -3D Version 9.1.0 [S:1...1...1...1...1Tesla Washington Square\ENG\Tesla Space Truss.r3d] Page 35 Company : SML Engineers Apr 27, 2012 Designer : njr 2:02 PM Job Number : 257 -12 Tesla Storefront Checked By: Member ADM 05 ASD Aluminum Code Checks (By Combination) (Continued) LC Member Shape UC Max LocfinlShear ...Locfinl... Ftfksil Fcfksil Fbvfksil Fbzfksil Fsvfksil Fszfksii_ Cb Cmv Cmz Eon 184 2 M84 RT2X2X0.. .033 36.935 .031 73.871 y 9.091 4.477 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.2 -1 185 2 M85 RT2X2X0.. .055 36.935 .055 0 v 9.091 4.477 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.2 -1 186 2 M86 RT2X2X0.. .053 36.935 .055 0 y 9.091 4.477 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.2 -1 187 2 M87 RT2X2x0....033 36.935 .052 0 v 9.091 4.477 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.2 -1 188 2 M88 RT2X2XO.. .034 36.935 .008 73.871 y 9.091 4.477 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.2 -1 189 2 M89 RT2X2X0... .201 1 .018 0 v 9.091 8.522 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.2 -1 190 2 M90 RT2X6XO.. .133 53.5 .007 0 y 9.091 5.944 7.227 9.091 5.216 5.249 1.25.805.976 - 191 2 M91 RT2x6X0.. .138 0 .012 0 v 9.091 5.944 7.227 9.091 5.216 5.249 2.422.318 .6 4.1.2 -1 192 2 M92 RT2X6XO.. .491 53.5 .028 0 y 9.091 5.944 7.227 9.091 5.216 5.249 1.538.542 .6 4.1.2 -1 193 2 M93 RT2X6XO.. .491 0 .028 53.5 v 9.091 5.944 7.227 9.091 5.216 5.249 1.538.583 .6 4.1.2 -1 194 2 M94 RT2X6X0.. .119 53.5 .012 53.5 y 9.091 5.944 7.227 .9.091 5.216 5.249 2 . 489 . 354 .6 4.1.2 -1 195 2 M95 RT2X6X0.. .352 53.5 .017 0 z 9.091 5.944 7.227 9.091 5.216 5.249 1.34.594 .89 4.1.1 -2 196 2 M96 RT2x2X0....198 1 .017 2 y 9.091 8.522 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.2 -1 197 2 M97 RT2X2X0... .220 30.192 .006 60.384 y 9.091 5.236 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.2 -1 198 2 M98 RT2X2XO.. .076 30.192 .003 60.384 y 9.091 5.236 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.1 -3 199 2 M99 RT2X2X0.• .081 30.192 .002 60.384 y 9.091 5.236 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.1 -3 200 2 M100 RT2X2X0.. .220 30.192 .014 60.384 y 9.091 5.236 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.2 -1 201 3 M1 RT2X2X0.. .496 94.5 .220 108 v 9.091 8.634 9.091 9.091 5.249 5.249 1 .351 .6 4.1.1 -2 202 3 M2 RT2X2XO... .548 13.625 .223 109 y 9.091 8.634 9.091 9.091 5.249 5.249 1 .985.997 - 203 3 M3 RT2X2XO.. .495 13.5 .223 0 v 9.091 8.634 9.091 9.091 5.249 5.249 1 .494 .6 4.1.1 -2 204 3 M4 RT2X2X0.. .512 13.125 .173 0 y 9.091 6.664 9.091 9.091 5.249 5.249 1.315 .6 .6 4.1.1 -3 205 3 M5 RT2X2XO.. .506 31.966 .012 0 v 9.091 5.036 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.1 -1 206 3 , M6 RT2X2XO.. .608 8.75 .063 26.25 y 9.091 6.635 9.091 9.091 5.249 5.249 1.215 .6 .6 4.1.1 -3 207 3 M7 RT2X2X0.. 1.027 4.375 .474 0 v 9.091 6.635 9.091 9.091 5.249 5.249 1.694 .6 .6 4.1.2 -1 208 3 M8 RT2X2X0.. 1.024 4.375 .465 0 y 9.091 6.635 9.091 9.091 5.249 5.249 1.686 .6 .6 4.1.2 -1 209 3 M9 RT2x2X0....615 8.75 .066 26.25 v 9.091 6.635 9.091 9.091 5.249 5.249 1.221 .6 .6 4.1.1 -3 210 3 M10 RT2x2x0... 31.966 .027 63.932 y 9.091 5.036 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.1 -1 211 3 M11 RT2X2X0... .366 13.125 .096 0 v 9.091 6.664 9.091 9.091 5.249 5.249 1.316 .6 .6 4.1.1 -3 212 3 M12 RT4X4X0.. .237 127.68 .008 95.76 y 9.091 5.148 8.901 8.901 5.249 5.249 1.701 .6 .58 4.1.1 -3 213 3 M13 RT4X4X0.. .227 127.68 .004 47.88 v 9.091 5.148 8.901 8.901 5.249 5.249 1.66 .6 .5884. -3 214 3 M14 RT2X4X0.. .276 95.76 .031 0 z 9.091 2.16 8.901 9.091 5.249 5.249 1.367 .6 1674.1.1 -1 215 3 M15 RT2X4X0.. .286 95.76 .017 0 z 9.091 2.16 8.901 9.091 5.249 5.249 1.459 .6 .6394.1.1- 216 3 M16 RT2X4X0... .026 25.469 .013 0 z 9.091 5.985 8.901 9.091 5.249 5.249 1 .6 .6 4.1.2 -1 217 3 M17 RT2X4X0.. .025 25.469 .003 0 z 9.091 5.985 8.901 9.091 5.249 5.249 1 .6 .6 4.1.2 -1 218 3 M18 RT2X4X0... .528 44.57 .340 44.57 y 9.091 5.985 8.901 9.091 5.249 5.249 2.244.372.506 - 219 3 M19 RT2X4X0.. .026 25.469 .009 0 z 9.091 5.985 8.901 9.091 5.249 5.249 1 .6 .6 4.1.2 -1 220 3 M20 RT2X4X0.. .026 25.469 .005 0 z 9.091 5.985 8.901 9.091 5.249 5.249 1 .6 .6 4.1.2 -1 221 3 M21 RT2X4X0.. .768 44.57 .307 44.57 y 9.091 5.985 8.901 9.091 5.249 , 5.249 2.497 .6 .6 4.1.2 -1 222 3 M22 RT2X4X0.. .055 33.188 .004 0 z 9.091 5.182 8.901 9.091 5.249 5.249 1 .6 .6 4.1.1 -3 223 3 M23 RT2X4X0.. .054 33.189 .013 66.379 z 9.091 5.181 8.901 9.091 5.249 5.249 1 .6 .6 4.1.1 -3 224 3 M24 RT2X4X0.. .054 33.189 .032 66.379 z 9.091 5.181 8.901 9.091 5.249 5.249 1 .6 .6 4.1.1 -3 225 3 M25 RT2X4X0.. .055 33.188 .003 0 z 9.091 5.182 8.901 9.091 5.249 5.249 1 .6 .6 4.1.1 -3 226 3 M26 RT2X4X0.. .054 33. .006 0 .z 9.091 5.181 8.901 9.091 5.249 5.249 1 .6 .6 4.1.1 -3 227 3 M27 RT2X4X0.. .056 33.189 .017 0 z 9.091 5.181 8.901 9.091 5.249 5.249 1 .6 .6 4.1.1 -3 228 3 M28 RT2X4X0.. .559 6.367 .415 0 z 9.091 5.985 8.901 9.091 5.249 5.249 2.354 .6 .6 4.1.1 -3 229 3 M29 RT2X4X0.. .567 6.367 .415 0 z 9.091 5.985 8.901 9.091 5.249 5.249 2.213 .6 .6 4.1.1 -3 230 3 M30 RT2X2XO.. .151 38.203 .025 50.938 z 9.091 5.767 9.091 9.091 5.249 5.249 1.542.994.3824.1.1 -3 231 3 M31 RT2X2XO.. .167 44.57 .031 0 v 9.091 5.767 9.091 9.091 5.249 5.2491.537.521.6964.1.1 -3 232 3 M32 RT2X2XO.. .232 6.75 .088 0 z 9.091 8.255 9.091 9.091 5.249 5.249 1.08.468.926 - 233 3 M33 RT2X2XO.. .315 6.75 .133 0 z 9.091 8.255 9.091 9.091 5.249 5.2491.064.372.9394.1.1 -3 234 3 M34 RT2X2X0.. .345 6.75 .129 0 z 9.091 8.255 9.091 9.091 5.249 5.2491.207.447.8284.1.1 - 235 3 M35 RT2X2X0.. .246 6.75 .082 0 z 9.091 8.255 9.091 9.091 5.249 5.249 1.181.524.846 - 236 3 M36 RT2X2XO.. .398 108 .079 108 z 9.091 8.634 9.091 9.091 5.249 5.249 1 .527.833 - 237 3 M37 RT2X2XO.. .446 109 .113 109 z 9.091 8.634 9.091 9.091 5.249 5.249 1 .966.913 - 238 3 M38 RT2X2X0.. .446 0 .113 0 z 9.091 8.634 9.091 9.091 5.249 5.249 1 .556.768 - 239 3 M39 RT2X2X0.. .281 54 .095 54 z 9.091 2.579 9.091 9.091 5.249 5.249 1.137 .6 .6 4.1.2 -1 240 3 M40 RT2X2X0.. .409 54.5 .124 0 y _ 9.091 2.532.9.091 9.091 5.249 , 5.249 1.154 .6 .6 4.1.2 -1 RISA -3D Version 9.1.0 [S: 1...1...1...1...1Tesla Washington SquarelENG\Tesla Space Truss.r3d] Page 36 Company : SML Engineers Apr 27, 2012 Designer : njr 2:02 PM Job Number : 257 -12 Tesla Storefront Checked By: Member ADM 05 ASD Aluminum Code Checks (By Combination) (Continued) LC Member Shape UC Max Loc[inl.Shear ... Loc[inl... Ft[ksi) Fc[ksi] Fby[ksij Fbz[ksil Fsv[ksi] Fsz[ksi] Cb Cmy Cmz Eqn 241 3 M41 RT2X2X0.. .263 54 .115 108 v 9.091 2.579 9.091 9.091 5.249 5.249 1.567 .6 .6 4.1.2 -1 242 3 M42 RT2X2X0... .004 11.5 .035 0 z 9.091 7.987 9.091 9.091 5.249 5.249 1 .6 .6 4.4 -2 243 3 M43 RT2X2X0... .005 11.5 .041 0 z 9.091 7.987 9.091 9.091 5.249 5.249 1 .6 .6 4.4 -2 244 3 M44 RT2X2X0... .015 11.5 .123 0 z 9.091 7.987 9.091 9.091 5.249 5.249 1 .6 .6 4.4 -2 245 3 M45 RT2X2X0.. .003 0 .019 0 z 9.091 7.987 9.091 9.091 5.249 5.249 1 .6 .6 4.4 -2 246 3 M46 RT2X2X0.. .001 0 .016 0 z 9.091 7.987 9.091 9.091 5.249 5.249 1 .6 .6 4.4 -2 247 3 M47 RT2X2X0.. .003 0 .049 0 z 9.091 7.987 9.091 9.091 5.249 5.249 1 .6 .6 4.4 -2 248 3 M48 RT2X2X0.. .205 26.25 .036 26.25 z 9.091 6.664 9.091 9.091 5.249 5.249 1.504 .6 .6 4.1.1 -3 249 3 M49 RT3X3X0.. .152 53.5 .064 53.5 v 9.091 4.624 9.091 9.091 5.249 5.249 1.656 .6 .6 4.1.1 -3 250 3 M50 RT2X2X0.. .191 0 .007 44.188 z 9.091 6.147 9.091 9.091 5.249 5.249 1.341 .6 .6 4.1.2 -1 251 3 M51 RT2X2X0.. .267 0 .022 44.188 z 9.091 6.147 9.091 9.091 5.249 5.249 2 . 204 .559.337 4 . 1 . 2 -1 252 3 M52 RT2X2XO.. .353 0 .031 44.188 z 9.091 6.147 9.091 9.091 5.249 5.249 2 . 21 6.498.313 4 . 1 . 1 -3 253 3 M53 RT2x2x0....138 16.57 .011 0 z 9.091 6.147 9.091 9.091 5.249 5.249 2.86 .6 .6 4.1.2 -1 _254 3 M54 RT3X3X0... .001 0 .007 0 z 9.091 8.201 9.091 9.091 5.249 5.249 1 .6 .6 4.4 -2 255 3 M55 RT3X3X0... .006 11.554 .030 0 z 9.091 8.201 9.091 9.091 5.249 5.249 1 .6 .6 4.1.2 -1 256 3 M56 RT2X2X0.. .141 16.57 .011 0 z 9.091 6.147 9.091 9.091 5.249 5.249 2.805 .6 .6 4.1.2 -1 257 3 M57 RT2X2X0.. .174 11.047 .007 44.188 z 9.091 6.147 9.091 9.091 5.249 5.249 1.35 .6 .6 4.1.2 -1 258 3 M58 RT2X2X0.. .310 0 .027 44.188 z_ 9.091 6.147 9.091 9.091 5.249 5.249 1.667 .6 .6 4.1.1 -3 259 3 M59 RT2X2XO.. .245 0 .021 44.188 z 9.091 6.147 9.091 9.091 5.249 5.249 1.667 .6 .6 4.1.2 -1 260 3 M60 RT3X3X0.. .006 11.554 .024 0 z 9.091 8.201 9.091 9.091 5.249 5.249 1 .6 .6 4.1.2 -1 261 3 M61 RT3X3X0.. 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4.1.2 -1 292 3 M92 RT2X6X0.. .585 53.5 .033 53.5 z 9.091 5.944 7.227 9.091 5.216 5.249 1.531 .54 .6 4.1.2 -1 293 3 M93 RT2X6X0.. .584 0 .033 0 z 9.091 5.944 7.227 9.091 5.216 5.249 1.531.549 .6 4.1.2 -1 294 3 M94 RT2X6X0.. .110 53.5 .017 53.5 z 9.091 5.944 7.227 9.091 5.216 5.249 2.35 .6 4.1.2 -1 295 3 M95 RT2X6X0.. .421 53.5 .041 53.5 z 9.091 5.944 7.227 9.091 _5.216 5.249 1.231.556.9774.1.1 -2 296 3 M96 RT2X2X0.. .176 1 .057 2 y 9.091 8.522 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.2 -1 297 3 M97 RT2X2X0.. .204 30.192 .013 50.384 y 9.091 5.236 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.2 -1 RISA -3D Version 9.1.0 [S:1...1...1...1...1Tesla Washington SquarelENG\Tesla Space Truss.r3d] Page 37 Company : SML Engineers Apr 27, 2012 Designer : njr 2:02 PM Job Number : 257 -12 Tesla Storefront Checked By: Member ADM 05 ASD Aluminum Code Checks (By Combination) (Continued) LC Member Shape UC Max LocfinlShear ... 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353 4 M53 RT2X2X0.. .268 16.57 .027 0 z 9.091 6.147 9.091 9.091 5.249 5.249 3.263 .6 .6 4.1.1 -3 354 4 M54 RT3X3X0... .002 11.554 .003 0 z 9.091 8.201 _9.091 9.091 5.249 5.249 1 .6 .6 4.1.2 -1 RISA - 3D Version 9.1.0 [S: \...1...1... \...\Testa Washington Square \ENG \Tesla Space Truss.r3d] Page 38 Company : SML Engineers Apr 27, 2012 Designer : njr 2:02 PM Job Number : 257 -12 Tesla Storefront Checked By: Member ADM 05 ASD Aluminum Code Checks (By Combination) (Continued) LC Member Shape UC Max Loc[in1Shear ... Loc[inl... Ft[ksi] Fcjksi]_ Fbv[ksil Fbz[ksil Fsv[ksil Fsz[ksi] Cb Cmy Cmz Eqn 355 4 M55 RT3X3X0... .007 11.554 .017 0 z 9.091 8.201 9.091 9.091 5.249 5.249 1 .6 .6 4.1.2 -1 356 4 M56 RT2X2X0... .313 16.57 .033 0 z 9.091 6.147 9.091 9.091 5.249 5.249 3.25 .6 .6 4.1.1 -3 357 4 M57 RT2X2X0.. .317 16.57 .020 44.188 z 9.091 6.147 9.091 9.091 5.249 5.249 1.424 .6 .6 4.1.1 -3 358 4 M58 RT2x2X0... .543 0 .025 44.188 z 9.091 6.147 9.091 9.091 5.249 5.249 1.667 .6 .6 4.1.1 -3 359 4 M59 RT2x2xo....469 0 .021 44.188 z 9.091 6.147 9.091 9.091 5.249 5.249 1.667 .6 .6 4.1.2 -1 360 4 M60 RT3X3X0.. .008 11.554 .011 0 z 9.091 8.201 9.091 9.091 5.249 5.249 1 .6 .6 4.1.2 -1 361 4 M61 RT3X3X0.. .003 11.554 .002 0 z 9.091 8.201 9.091 9.091 5.249 5.249 1 .6 .6 4.1.2 -1 362 4 M62 RT3X3X0.., .223 53.5 .016 0 y 9.091 4.624 9.091 9.091 5.249 5.249 1.155 .6 .6 4.1.2 -1 363 4 M63 RT3X3X0.. .159 53.5 .053 53.5 v 9.091 4.624 9.091 9.091 5.249 5.249 1.64 .6 .6 4.1.1 -3 364 4 M64 RT3X3X0... .017 1 .030 1 z 9.091 8.559 9.091 9.091 5.249 5.249 1.382 .6 .6 4.1.2 -1 365 4 M65 RT3X3X0.. .019 1 .029 1 z 9.091 8.559 9.091 9.091 5.249 5.249 1.383 .6 .6 4.1.1 -3 366 4 M66 RT3X3XO....017 1 .024 0 z 9.091 8.559 9.091 9.091 5.249 5.249 1.409 .6 .6 4.1.1 -3 367 4 M67 RT3X3X0.. .014 1 .025 1 z 9.091 8.559 9.091 9.091 5.249 5.249 1.407 .6 .6 4.1.2 -1 368 4 M68 RT2X2X0.. .042 16.081 .015 0 y 9.091 6.824 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.1 -3 369 4 M69 RT2X2X0... .053 16.081 .013 32.161 y 9.091 6.824 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.1 -3 370 4 M70 RT3X3X0.. .007 0 .048 0 z 9.091 8.201 9.091 9.091 5.249 5.249 1 .6 .6 4.4 -2 371 4 M71 RT3X3X0.. .006 0 .069 0 z 9.091 8.201 9.091 9.091 5.249 5.249 1 .6 .6 4.4 -2 _372 4 M72 RT2X2XO.. .436 13.125 .067 , 0 y 9.091 6.664 9.091 9.091 5.249 5.249 1.293 .6 .6 4.1.2 -1 373 4 M73 RT2X2XO.., .463 13.125 .072 0 v 9.091 6.664 9.091 9.091 5.249 5.249 1.312 .6 .6 4.1.2 -1 374 4 M74 RT2X2X0... .423 44.57 .175 50.938 y 9.091 5.767 9.091 9.091 5.249 5.249 1.968 .84 .71 4.1.1 -3 375 4 M75 RT2X2X0.. .129 44.188 .022 0 z 9.091 6.147 9.091 9.091 5.249 5.249 1.535.262 .58 4.1.1 -3 376 4 M76 RT2X2XO.. .423 44.57 .163 50.938 y 9.091 5.767 9.091 9.091 5.249 5.249 1.804.826 .75 4.1.1 -3 _377 4 M77 RT2x2x0....042 0 .005 44.188 y 9.091 6.147 9.091 9.091 5.249 5.249 2 .241 .2984.1.1 -3 _378 4 M78 RT2X2X0.. .418 44.57 .172 50.938 y 9.091 5.767 9.091 9.091 5.249 5.249 1.896.989.8324.1.1 -3 379 4 M79 RT2X2XO.. .207 44.188 .038 0 z 9.091 6.147 9.091 9.091 5.249 5.249 2.314.203.2854.1.1 -3 380 4 M80 RT2X2XO.. .270 0 .053 0 y 9.091 7.987 9.091 9.091 5.249 5.249 2.095.954.4774.1.2 -1 381 4 M81 RT2x2X0.. .053 11.5 .011 0 z 9.091 7.987 9.091 9.091 5.249 5.249 2 . 22 3.594.299 4 . 1 . 2 -1 382 4 M82 RT2X2X0... .233 0 .044 0 y 9.091 7.987 9.091 9.091 5.249 5.249 2.075 .98 .4824.1.2 -1 383 4 M83 RT2X2X0.., .024 36.935 .011 0 v 9.091 4.477 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.2 -1 384 4 M84 RT2X2X0... .038 36.935 .040 0 y 9.091 4.477 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.2 -1 385 4 M85 RT2x2x0.. .069 36.935 .055 0 v 9.091 4.477 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.2 -1 386 4 M86 RT2X2X0.. .066 36.935 .054 0 y 9.091 4.477 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.2 -1 387 4 M87 RT2X2X0... .038 36.935 .058 0 v 9.091 4.477 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.2 -1 388 4 M88 RT2x2x0... .021 36.935 .012 73.871 y 9.091 4.477 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.2 -1 389 4 M89 RT2X2X0... .170 1 .018 0 v 9.091 8.522 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.2 -1 390 4 M90 RT2X6X0.. .121 33.438 .018 0 z 9.091 5.944 7.227 9.091 5.216 5.249 1.347.347 .94 4.1.2 -1 391 4 M91 RT2X6X0.. .107 0 .020 53.5 z 9.091 5.944 7.227 9.091 5.216 5.249 2 .6 9 8.326 .6 4.1.2 -1 392 4 M92 RT2X6X0.. .436 53.5 .025 53.5 z 9.091 5.944 7.227 9.091 5.216 5.249 1.5 .536 .6 4.1.2 -1 393 4 M93 RT2X6X0.. .436 0 .026 0 z 9.091 5.944 7.227 9.091 5.216 5.249 1.5 .517 .6 4.1.2 -1 394 4 M94 RT2X6X0.. .096 53.5 .020 0 z 9.091 5.944 7.227 9.091 5.216 5.249 2.74.455 .6 4.1.2 -1 395 4 M95 RT2X6X0.. .196 53.5 .022 0 z 9.091 5.944 , 7.227 9.091 5.216 5.249 1.406 .63 .8874.1.1 -2 396 4 M96 RT2x2X0.. .169 1 .022 2 y 9.091 8.522 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.2 -1 397 4 M97 RT2X2X0.. .186 30.192 .004 0 v 9.091 5.236 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.2 -1 398 4 M98 RT2x2X0.. .074 30.192 .002 30.384 y 9.091 5.236 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.1 -3 399 4 M99 RT2X2X0.. .077 30.192 .002 0 v 9.091 5.236 9.091 9.091 5.249 5.249 1.136 .6 .6 4.1.1 -3 400 4 m100 RT2x2X0... .186 30.192 .002 30.384 y 9.091 5.236 9.091 9.091 _5.249.5.249 1.136 .6 .6 4.1.2 -1 RISA -3D Version 9.1.0 [S:1...1...1...1...ITesla Washington Square\ENG\Tesla Space Truss.r3d] Page 39 by: njr STARLING MADISON LOFQUIST Date: 4/27/2012 5224 S. 39th STEET INC. Page: PHOENIX, ARIZONA 85040 A i O (602) 438 -2500 FAX: (602) 438 -2505 L 3x3 Connection to Aluminum Truss Check Thru -Bolt Bearing on Aluminum Mullion (ADM Eq. 3.4.6 -1) F := 30.0ksi n := 1.95 t := 0.125in db := .375•in 2•F Fall := = 30.8•ksi n„ A := 2•db•t, = 0.094•in 2 Sides Van := F A = 2.88•k ' Vact 0.3•k Therefore OK Use (8) 3/8" Dia. Grade 2 Thru -Bolts SML Job No.: 257 -12b Job Location: Tesla Motors Washington Square Mall Portland, OR 97223 a.x -.25k -.25k -.25k -.25k _ NM I I I L_! ' ; i m -I-- L_ ' 1 I � 0 _ 7p V i *7 -! 11 Y , i , 1 1 1 i 7 _ I ■ 1- li I �_.. , I T --- - '011 I 1 0.3 0.3 0.3 Ne CTloNJ S Loads: BLC 1, Dead Results for LC 1, Dead Y- direction Reaction units are k and k -ft SML Engineers NJR Tesla Store Front Apr 16, 2012 at 12:02 PM 257 -12 L 3 x 3 Glass Door Support Rail untitled.r3d SHEET NO - f2— S Starling Madison L,ofquisEt, Inc. JOB NO: "4� 2 C onsu l ting S tructura l an F orensic E ng i neer s 5224 South 39th Street, Phoenix, Arizona 85040 DATE: BY:, tel: (602) 438 -2500 fax: (602) 438 -2505 www.smleng.com 1.1L e� par T, G r-Io D sr k GE Co No �tj,iSt owl e �O L -r PF✓�2 �x @ < <o 'f'flP, brac,. . 12 SSA -p /'�rr 1-0l S ,, _ . „_••E - A --- ]•-- 1,Co2 t l�s [I, - - I — y 0 %E. tiQ M,(b, IAV — I ' FIAT " l WAcptA.Tvg.., — rr --\........ - A ND 4 NI RJ,ap , r., I s ,Noa - s c -