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Specifications . 6u P�zvtS= vvIVS7 7R G tr Sw /fO k Lr k�•- Bradford Conrad Crow Engineering Co. JOB TITLE Agylix Equipment Anchorage 9925 SW Nimbus Avenue Suite 1 10 a)Feed Stock,b)Weigh Hopper,c)Oil Tank Beaverton,OR 97008 JOB NO. 12958 SHEET NO. 503-213-2013 CALCULATED BY RDM DATE �- CHECKED BY RDM DATE /a 3 CS12 Ver 2012.05.17 www.struware.com RECEIVED MAY 4 2015 CITY OF TIGA:9D STRUCTURAL CALCULATIONS BUILDING DIVISION FOR Agylix Equipment Anchorage a) Feed Stock, b) Weigh Hopper, c) Oil Tank Tigard, OR R „ C T U PR S4 IN EFS, /O � 539 ORE GORE O ,4- Q- 27, 2GQ- AVID MG Expires: December 31, 2016 _ Bradford Conrad Crow Engineering Co. JOB TITLE Agylix Equipment Anchorage 9925 SW Nimbus Avenue Suite 110 a)Feed Stock, b)Weigh Hopper, c)Oil Tank Beaverton,OR 97008 JOB NO. 12958 SHEET NO. 503-213-2013 CALCULATED By RDM DATE 4f2/�✓ CHECKED By RDM DATE U2414- CS12 Ver 2012.05.17 www.struware.com Table of Contents SectionlSection Description 1 Site Location/Seismic Parameters pages 1 2 7205 Anchorage Loads page 2 3 7205 Anchorage Design page 3-6 4 7206 Structural Analysis page 7-29 5 7206 Anchorage Design page 30-32 6 7210 Structural Analysis page 33-70 7 7210 Anchorage Design page 71-74 1► r'ir a e c o cearth V Conterminous 48 States Conterminous 48 States 2005 ASCE 7 Standard 2005 ASCE 7 Standard Latitude=45.427 Latitude=45.427 Longitude=-122.75900000000001 Longitude=-122.75900000000001 Spectral Response Accelerations Ss and S1 Design Spectral Response Accelerations SDs and Ss and S1 = Mapped Spectral Acceleration SDI Values SDs =2/3 x SMs and SDI =2/3 x SM1 Site Class B - Fa= 1.0,Fv= 1.0 Site Class D- Fa = 1.122,Fv= 1.722 Data are based on a 0.05 deg grid spacing Period Sa Period Sa (sec) (g) (sec) (g) 0.2 0.944 (Ss, Site Class B) 0.2 0.706 (SDs, Site Class D) 1.0 0.339 (S1, Site Class B) 1.0 0.389 (SDI,Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude=45.427 Longitude= -122.75900000000001 Spectral Response Accelerations SMs and SM1 SMs = FaxSs and SM1=FvxS1 Site Class D- Fa = 1.122,Fv= 1.722 Period Sa (sec) (g) 0.2 1.059 (SMs, Site Class D) 1.0 0.583 (SM1,Site Class D) 05/01/2015 www.bccengineering.com Page 1 of 74 ...aa.. AA �o Project Job Ref. SSI- aow MMEu ca Agylix-TR Miles 12958 Section Sheet no./rev. _ Bradford Conrad Crow Engineering Co. Lateral Analysis-Gen 6 Feed System 1 9925 S.W.Nimbus Avenue,Suite 100 Beaverton,OR 97008 Calc.by Date Chk'd by Date App'd by Date PH 503-213-2013 FAX 503-213-2018 RDM 4/7/2015 TYPICAL TANK OVERTURNING&SHEAR Seismic Parameters(Flexible. T>0.06 seconds) SS=0.944 S1=0.339 Fa=1.122 Fv=1.722 SMS=SsxFa=1.059 WUr SM1=S1xFv=0.584 SDS=SMSx2/3=0.706 FN o j SD1=SM1x2/3=0.389 r IE=1.0(May also be called IP) R=3.0 aP=1.0 Rp=2.5 IP=1 z=h=72 in FP=0.4xapx SDSx I Px(1+2xz/h)/RP=0.339 CS,min=MAX(0.03,0.8xS1 xIE/R) Cs,min=0.090 Cs=MAX(SDSxIE/R,CS,min,FP)=0.339 p=1.0(1.3 only NBS similar to buildings) Structure Geometry and Properties x1=(48 in+ 10 in)/2=29.0 in(distance from left to right) X2=(48 in+ 10 in)/2=29.0 in(distance from left to right) y1=h/2=36.0 in(distance from bot to c.g.) yTOTAL=h=6 ft WP=WEFF=D=18 kips QE=CSxD=6.101 kips(Conservative if structure is rigid. If rigid, use Qe=0.3SDSWIE per ASCE 7 Sect 15.4.2) Vertical Seismic(LRFD) EV,LRFD=0.2xSDS=0.141 D Vertical Seismic(ASD) EV,ASD=0.14x SDS=0.099D LRFD Max Downward [(EV,LRFD+1.2)xDxxi +QExpxy11/(x1+x2)=15.858 kips LRFD Max Uplift (0.9-EV,LRFD)xD-[(0.9- EV,LRFD)xDxx1 +QExpxy11/(x1+x2)=3.042 kips{If"+",then no uplift) ASD Max Downward [(EV,ASD+1.0)xDxx1 +0.7xQExPxy11/(x1+x2)=12.540 kips ASD Max Uplift (0.6-EV,ASD)xD-[(0.6-EV,ASD)xDxx1 +0.7xQExpxy11/(x1+x2)=1.860 kips{If"+",then no uplift) 05/01/2015 www.bccengineering.com Page 2 of 74 II • 3 Anchor DesignerTM Company: BCCE Date: 4/7/2015 Engineer: RDM Page: 1/4 Software Project: Anchorage Version 2.3.5555.1 Address: 9925 SW Nimbus Ave Suite 110 Phone: 503-213-2013 E-mail: ryan.mcgraw@bccengineering.com 1.Promect information Customer company:TR Miles Project description:Anchorage Design Customer contact name:TR Miles Location:Tigard,OR Customer e-mail: Fastening description: Comment: 2.Input Data&Anchor Parameters General Base Material Design method:ACI 318-11 Concrete:Normal-weight Units: Imperial units Concrete thickness,h(inch):8.00 State:Cracked Anchor Information: Compressive strength,fc(psi):3000 Anchor type: Bonded anchor 4J.,v: 1.0 Material:F1554 Grade 36 Reinforcement condition: B tension,B shear Diameter(inch):0.750 Supplemental reinforcement:Not applicable Effective Embedment depth,her(inch):4.000 Do not evaluate concrete breakout in tension: No Code report: IAPMO UES ER-263 Do not evaluate concrete breakout in shear:Yes Anchor category:- Hole condition:Dry concrete Anchor ductility:Yes Inspection:Continuous hmin(inch):7.75 Temperature range:2 G-(inch):6.70 Ignore 6do requirement: Not applicable Cmin(inch): 1.75 Build-up grout pad:No Smin(inch):3.00 Base Plate Load and Geometry Length x Width x Thickness(inch):4.00 x 14.00 x 0.38 Load factor source:ACI 318 Section 9.2 Load combination:not set Seismic design:Yes Anchors subjected to sustained tension:No Ductility section for tension:D.3.3.4.2 not applicable Ductility section for shear:D.3.3.5.2 not applicable Do factor:not set 0 l Apply entire shear load at front row:No Anchors only resisting wind and/or seismic loads:Yes <Figure 1> b 7900 Ib Y 0 ft-Ib I I ,.r Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com 05/01/2015 www.bccengineering.com Page 3 of 74 • Anchor DesignerTM Company: BCCE Date: 4/7/2015 Engineer: RDM I Page: 2/4 r , Software Project: Anchorage Version 2.3.5555.1 Address: 9925 SW Nimbus Ave Suite 110 Phone: 503-213-2013 E-mail: 1 ryan.mcgraw@bccengineering.com <Figure 2> 14 00 , g +x O y ash t Recommended Anchor Anchor Name:AT-XP®-AT-XP w/3/4"0 F1554 Gr.36 Code Report Listing:IAPMO UES ER-263 IMIIIIIIII Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com 05/01/2015 www.bccengineering.com Page 4 of 74 IY • Anchor DesignerTM Company: BCCE Date: 4/7/2015 Engineer: RDM Page: 3/4 Software Project: Anchorage Version 2.3.5555.1 Address: 9925 SW Nimbus Ave Suite 110 Phone: 503-213-2013 E-mail: ryan.mcgraw@bccengineering.com 3.Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, N„a(lb) Vaa,(lb) Way(lb) q(VU_)2-(V..,)'(lb) 1 0.0 0.0 2633.3 2633.3 2 0.0 0.0 2633.3 2633.3 3 0.0 0.0 2633.3 2633.3 Sum 0.0 0.0 7900.0 7900.0 Maximum concrete compression strain(%o):0.00 <Figure 3> Maximum concrete compression stress(psi):0 Resultant tension force(lb):0 Resultant compression force(lb):0 Eccentricity of resultant tension forces in x-axis,e'Nx(inch):0.00 Eccentricity of resultant tension forces in y-axis,e'Ny(inch):0.00 Y Eccentricity of resultant shear forces in x-axis,e'v.(inch):0.00 O O 3 Eccentricity of resultant shear forces in y-axis,e'vy(inch):0.00 X 8.Steel Strength of Anchor in Shear(Sec.D.6.1) Vsa(lb) Ogmut 0 av,se,s Og ouray.se,sOVsa(lb) 11625 1.0 0.65 0.85 6423 10.Concrete Pryout Strength of Anchor in Shear(Sec.D.6.3) OWpg=0 minikcpNag;kcpNcbgl=0 min ikcp(ANa/ANao)Vec Na W d,Na Vcp,NaNba;kcp(ANcI ANco)'Fe c,N V'e d,N vc,NV'cp,NNbl(Eq.D-41) kcp ANa(in') ANao(m2) Yed,Na `/ec,Na `Ycp,Na Nb.(lb) Na(lb) 2.0 552.32 362.05 1.000 1.000 1.000 7611 11610 ANc(in 2) AN-(in 2) %C,N %d,N %,N %p,N Nb(lb) Ncb(lb) 0 264.00 144.00 1.000 1.000 1.000 1.000 7449 13657 0.70 OVcpg(lb) 16254 11.Results Interaction of Tensile and Shear Forces(Sec.D.7) Shear Factored Load,Vua(lb) Design Strength,OW(lb) Ratio Status Steel 2633 6423 0.41 Pass Pryout 7900 16254 0.49 Pass(Governs) AT-XP w/3/4"0 F1554 Gr.36 with hef=4.000 inch meets the selected design criteria. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 wvvw.strongtie.com 05/01/2015 www.bccengineering.com Page 5 of 74 • Anchor DesignerT"" Company: BCCE Date: 4/7/2015 Engineer: RDM Page: 4/4 Software Project: Anchorage Version 2.3.5555.1 Address: 9925 SW Nimbus Ave Suite 110 Phone: 503-213-2013 E-mail: I ryan.mcgraw@bccengineering.com 12.Warnings -Concrete breakout strength in shear has not been evaluated against applied shear load(s)per designer option.Refer to ACI 318 Section D.4.2.1 for conditions where calculations of the concrete breakout strength may not be required. -Per designer input,the tensile component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor tensile force associated with the same load combination.Therefore the ductility requirements of D.3.3.4.3 for tension need not be satisfied—designer to verify. -Per designer input,the shear component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor shear force associated with the same load combination.Therefore the ductility requirements of D.3.3.5.3 for shear need not be satisfied—designer to verify. Designer must exercise own judgement to determine if this design is suitable. Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com 05/01/2015 www.bccengineering.com Page 6 of 74 iM 1 2 X 13 21 Mt4 6 22 0 M15 23 17 14 1 tS y 15 to Mia 1e N 9 M9 0 �Ly 10 M» 1 5 M5 ?'s 4'2s s M1 i 7 �tia 1 Envelope Only Solution BCCE SK- 1 RDM Gen-6 Feed System May 1, 2015 at 10:35 AM 12958 12958_Gen6_OilTank_v01.r3d 05/01/2015 www.bccengineering.com Page 7 of 74 V Section Set IW HSS4x4x1/4 l L HSS3zh5/16 Z u`HSS3RIGID x3/18 X RIGID 13 5116 10, 21 H553x2x 16 22 �0,✓ 24- ..RIGID 'N23 17 14 15 s ,N24., ,/G/p 18 0 a �x4X1j4 /= 9 H Ss� x y +9 Ip yss T1�d 10 ,y+ 1 X55 N N S w H x4x1j4 yss S 7 v tis $y S3+ NScgx4x 4 cfl 6 rt w 1,6 7 'm a55 �^6 9� �y Envelope Only Solution BCCE SK- 2 RDM Gen-6 Feed System May 1, 2015 at 10:35 AM 12958 12958_Gen6_OilTank_v01.r3d 05/01/2015 www.bccengineering.com Page 8 of 74 z X 13 HSg3x2x5 21 16 22 23 17 14 tis s 15 A S 78 x 9 Sgx4x4 x a " tis�9 �s s x 10 HS54x4 _ ,y+ ul 1 X55 x = w S4x4x4 yS 5 S 3+a tiS �y v tis v +3+3 6 NS54%4 u w 7 w �5 5� �y Envelope Only Solution BCCE SK- 3 RDM Gen-6 Feed System May 1, 2015 at 10:36 AM 12958 12958_Gen6_OilTank_v01.r3d 05/01/2015 www.bccengineering.com Page 9 of 74 � X 13 HSg3x2x5 21 76 22 23 17 14 ys 5 s 18 x xvi 9 g4x4x4. k x 'x x ys� = y s 10 HSS4X4 ,y t �+ ,3+ 1 .rg5 Z = w S4x4x4 tis 5 $y yss v `SS3 HSS40 N 7 w Z4`�, �y 402 Loads:DL-Dead Load Envelope Only Solution -BCCE SK-4 RM Gen-6 Feed System May 1, 2015 at 10:36 AM - 12958 12958_Gen6_OilTank_v01.r3d 05/01/2015 www.bccengineering.com Page 10 of 74 Z X 13 21 ,SS3x2x5 16 22 .92k 23 17 14 s 1s s 18 x K 9 54)1 x4 x a x tis �9 y s 10 H5g4x4 e5 i = w 5 g44x4 ys % s �9 y ti "S 41 N w 7 3 �5 5� Loads:ELX+Y-Earthquake Load X Plus Y Eccentricity Envelope Only Solution ECCE SK- 5 RDM Gen-6 Feed System May 1, 2015 at 10:37 AM 12958 12958_Gen6_OilTank_vO1.r3d 05/01/2015 www.bccengineering.com Page 11 of 74 P x 13 21 HS53x2x5 16 2 92k 23 17 14 �s s 1s s 16 x a x 9 54x4x4 2 x S' " shy = y tis s y^i 10 HSS4x4 q = 55 i = 54,4x4 y 6 w SS �p r y S�+ HSS4x4 n w 7 Xw 3 �5 5� �y Loads:ELX-Y-Earthquake Load X Minus Y Eccentricity Envelope Only Solution _BCCE SK- 6 RDM Gen-6 Feed System May 1, 2015 at 10:38 AM 12958 12958_Gen6_OilTank_v01.r3d 05/01/2015 www.bccengineering.com Page 12 of 74 � X 13 HSg3X2X5 21 16 22 23 17 14 hS Sw 15 92k q s 18 u x 9 S4X4X4 = a x yS rn �y _ +y 5S x v +� 10 HSS4X4 = 5 wS4X4yS 5 X4 S `'1vg v tis S v SS3 HSS4X4 N w 7 w �5 5� �y 2 Loads:ELZ+Y-Earthquake Load Z Plus Y Eccentricity Envelope Only Solution .BCCE SK- 7 RDM Gen-6 Feed System May 1, 2015 at 10:38 AM 12958 12958_Gen6_OilTank_v01.r3d 05/01/2015 www.bccengineering.com Page 13 of 74 , +r z X 13 21 HSS3X2X5 16 22 23 17 14 tis �11 s 5 92k s 18 x a SOY x 9 x ys� y 9 yss HSS04 x 95 y 1 � 2 x K 54xaXa y 5 w SS �9 v yS �v S`S3 HSS414 u w 7 w �5 5� Loads:ELZ-Y-Earthquake Load Z Minus Y Eccentricity Envelope Only Solution .BCCE SK- 8 RDM Gen-6 Feed System May 1, 2015 at 10:38 AM 12958 12958_Gen6_OilTank_v01.r3d 05/01/2015 www.bccengineering.com Page 14 of 74 r x -z. -z. 0.6 -z. 0.6 -.6 0 -z 0 0 -.6 -6 0 0 0_-- 38 /38 0.6 06 3.8 0 3.8 3.8 Envelope Only Solution Z-direction Reaction Units are k and k-ft(Enveloped) BCCE SK- 9 RDM Gen-6 Feed System May 1, 2015 at 10:39 AM '112958 12958_Gen6_0ilTank_v01.r3d 05/01/2015 www.bccengineering.com Page 15 of 74 r ALCompany BCCE May 1,2015 Designer RDM Job Number 12958 Checked By:- G Model Name Gen-6 Feed System Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Area Load Mesh (in^2 144 Merge Tolerance in .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes Automatically Iterate Stiffness for Walls? Yes Max Iterations for Wall Stiffness 3 Gravity Acceleration ft/sec^2 32.2 Wall Mesh Size in 12 Ei ensolution Convergence Tol. 1.E- 4 Vertical Axis Y Global Member Orientation Plane Xz Static Solver Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 13th 360-05 : LRFD Adaust Stiffness? Yes Iterative RISAConnection Code AISC 13th 360-05 : LRFD Cold Formed Steel Code AISI S100-07:ASD Wood Code AF&PA NDS-05/08:ASD Wood Temperature < 10OF Concrete Code ACI 318-08 Masonry Code ACI 530-08:ASD Aluminum Code AA ADM1-05:ASD-Building 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 Use Cracked Sections Slab? Yes Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR SET ASTMA615 Min % Steel for Column 1 Max% Steel for Column 8 RISA-3D Version 13.0.0 [TA...\...\...\...\Gen-6 Feed System 2015\RISA\12958_Gen6_OilTank_v01.r3d] Page 1 05/01/2015 www.bccengineering.com Page 16 of 74 Company BCCE May 1,2015 Designer RDM Job Number 12958 Checked By:- G Model Name Gen-6 Feed System Global, Continued Seismic Code ASCE 7-05 Seismic Base Elevation ft 0 Add Base Weight? Yes Ct X .02 Ct Z .02 T X sec Not Entered T Z sec Not Entered RX 1 R 1 Ct Exp. X .75 Ct Exp. Z .75 SD1 .6 SDS 1 S1 .6 TL sec 16 Occupancy Cat I or II Om Z 1 mX 1 Rho Z 1 Rho X 1 Hot Rolled Steel Properties Label E fksil G fksil Nu Therm Al E..Densit k/ft... Yield[ksil Rv Fu ksi Rt 1 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 2 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 3 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.42 29000 11154 .3 .65 .49 42 1.4 58 1.3 5 A500 Gr.46 29000 11154 .3 .65 .49 46 1.4 58 1.3 General Material Properties Label E fksil G rksil Nu Therm \1 E5 F Densit k/ft^3 1 gen Conc3NW 3155 1372 .15 .6 .145 2 gen Conc4NW 3644 1584 .15 .6 .145 3 en Conc3LW 2085 906 .15 .6 .11 4 gen Conc4LW 2408 1047 .15 .6 .11 5 en Alum 10600 4077 .3 1.29 .173 6 en Steel 29000 11154 .3 .65 .49 7 RIGID 1e+6 .3 0 0 Hot Rolled Steel Section Sets Label Shape Tvoe Desian List Material Desian Rul... A fin2l lvv 1in41Izz lin4l J lin4l 1 HSS4x4x1/4 HSS4x4x4I Column S uareTube IA500 Gr.46 Typical 3.37 7.8 7.8 12.8 2 HSS3x2x5/...HSS3x2x5 VBrace Tube IA500 Gr.46 Typical 2.35 1.24 2.38 2.87 3 HSS3x3x3/...HSS3x3x3 VBrace S uareTube I A36 Gr.36 Typical 1.89 2.46 2.46 4.03 General Section Sets Label Shape Ty e Material A rin21 ivy rin4lIzz fin4l J Fin4 1 GEN1A RE4X4 Beam en_Conc3NW 16 21.333 21.333 31.573 2 RIGID None RIGID 1e+6 1e+6 le+6 1e+6 RISA-3D Version 13.0.0 [TA...\...\...\...\Gen-6 Feed System 2015\RISA\12958_Gen6 OilTank v01.r3d] Page 2 05/01/2015 www.bccengineering.com Page 17 of 74 ALCompany BCCE May 1,2015 Designer RDM Job Number 12958 Checked By:- Model Name Gen-6 Feed System Design Size and Code Check Parameters Label Max De th in Min De th in Max Width in Min Width in Max BendingChk Max Shear Chk 1 Typical 1 1 1 Joint Coordinates and Temperatures Label X ftY ft Z[fti Temp rFlDetach From Diar)... 1 N1 0 0 0 0 2 N2 2.167 0 0 0 3 N3 2.167 0 2.167 0 4 N4 0 0 2.167 0 5 N5 0 2.25 0 0 6 N6 2.167 2.25 0 0 7 N7 2.167 2.25 2.167 0 8 N8 0 2.25 2.167 0 9 N9 0 4.75 0 0 10 N10 2.167 4.75 0 0 11 N11 2.167 4.75 2.167 0 12 N12 0 4.75 2.167 0 13 N13 0 9.5 0 0 14 N14 2.167 9.5 0 0 15 N15 2.167 9.5 2.167 0 16 N16 0 9.5 2.167 0 17 N17 0 8.25 0 0 18 N18 2.167 8.25 0 0 19 N21 0 9.25 0 0 20 N24 0 9.25 2.167 0 21 N21A 1.0835 8.25 0 0 22 N22 0 9.25 1.0835 0 23 N23 1.083 9.25 1.0835 0 24 N24A 1.0835 8.25 1.083 0 25 N25 1.0835 4.75 1.0835 0 Joint Boundary Conditions Joint Label X Ik/in] Y k/in Z Ik/inl X Rot.k-ft/rad Y Rot.k-ft/rad Z Rot.lk-ft/radl Footin 1 N4 Reaction Reaction Reaction 2 N1 Reaction Reaction Reaction 3 N3 Reaction Reaction Reaction 4 N2 Reaction Reaction Reaction Rigid Diaphragms Joint Label Plane Type Inactive No Data to Print ... Member Primary Data Label I Joint J Joint K Joint Rotate de Section/Sha e Tvoe Desicin List Material Desian Rules 1 M1 N4 N16 HSS4x4x1/4 Column S uareTube A500 Gr.46 T ical 2 M2 N1 N13 HSS4x4x1/4 Column S uareTube A500 Gr.46 Typical 3 M3 N3 N15 HSS4x4x1/4 Column ScivareTube A500 Gr.46 T ical 4 M4 N2 N14 HSS4x4x1/4 Column S uareTube A500 Gr.46 Typical 5 M5 N8 N5 HSS4x4x1/4 Column S uareTube A500 Gr.46 Typical M6 N5 N6 HSS4x4x1/4 Column S uareTube A500 Gr.46 Typical 7 M7 N6 N7 HSS4x4x1/4 Column S uareTube IA500 Gr.461 Typical RISA-3D Version 13.0.0 [TA...\...\...\...\Gen-6 Feed System 2015\RISA\12958_Gen6_OilTank_v01.r3d] Page 3 05/01/2015 www.bccengineering.com Page 18 of 74 1N ALCompany BCCE May 1,2015 Designer RDM Job Number 12958 Checked By:- P, Model Name Gen-6 Feed System Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate de Section/Sha e TVDe Desian List Material Desian Rules 8 M8 N7 N8 HSS4x4x1/4 Column S uareTube A500 Gr.46 TVDical 9 M9 N12 N9 HSS4x4x1/4 Column S uareTube A500 Gr.46 Typical 10 M10 N9 N10 HSS4x4x1/4 Column S uareTube A500 Gr.46 Typical 11 M11 N10 N11 HSS4x4x1/4 Column S uareTube A500 Gr.46 Typical 12 M12 N11 N12 HSS4x4x1/4 Column S uareTube A500 Gr.46 Typical 13 M13 N17 N18 HSS3x2x5/16 VBrace Tube A500 Gr.46 TVDical 14 M14 N24 N21 HSS3x2x5/16 VBrace Tube A500 Gr.46 Typical 15 M15 N24 N23 RIGID None None RIGID Typical 16 M16 N23 N21 RIGID None None RIGID Typical 17 M17 N17 N24A RIGID None None RIGID Typical 18 M18 N24A N18 RIGID None None RIGID T ical 19 M19 N12 N10 RIGID None None RIGID Typical 20 M20 N9 N11 RIGID None None RIGID Typical 21 M21 N11 N6 HSS3x3x3/16 VBrace S uareTube A36 Gr.36 T ical 22 M22 N6 N3 HSS3x3x3/16 VBrace S uareTube A36 Gr.36 Typical 23 M23 N10 N5 HSS3x3x3/16 VBrace S uareTube A36 Gr.36 Typical 24 M24 N5 N2 HSS3x3x3/16 VBrace S uareTube A36 Gr.36 -Typical 25 M25 N9 N8 HSS3x3x3/16 VBrace ScluareTube A36 Gr.36 Typical 26 M26 N8 N1 HSS3x3x3/16 VBrace S uareTube A36 Gr.36 Typical 27 M27 N12 N7 HSS3x3x3/16 VBrace S uareTube A36 Gr.36 Typical 28 M28 N7 N4 HSS3x3x3/16 VBrace S uareTube A36 Gr.36 Typical Member Advanced Data Label I Release J Release I Offsetrinl J Offset in T/C Onlv Ph sisal TOM Inactive Seismic Design ... 1 M1 Yes None 2 M2 Yes None 3 M3 Yes None 4 M4 Yes None 5 M5 Yes None 6 M6 Yes None 7 M7 Yes None 8 M8 Yes None 9 M9 Yes None 10 M10 Yes None 11 M11 Yes None 12 M12 Yes None 13 M13 Yes None 14 M14 Yes None 15 M15 Yes None 16 M16 Yes None 17 M17 Yes None 18 M18 Yes None 19 M19 Yes None 20 M20 Yes None 21 M21 Yes None 22 M22 Yes None 23 M23 Yes None 24 M24 Yes None 25 M25 Yes None 26 M26 Yes None 27 M27 Yes None 28 M28 Yes None RISA-3D Version 13.0.0 [TA...\...\...\...\Gen-6 Feed System 2015\RISA\12958_Gen6_OilTank_v01.r3d] Page 4 05/01/2015 www.bccengineering.com Page 19 of 74 ALCompany BCCE May 1,2015 Designer RDM Job Number 12958 Checked By:- An, Model Name Gen-6 Feed System Hot Rolled Steel Design Parameters Label ShaDe Lenqth[ftl Lbvvfftl Lbzzrftl LconID toorftl Lcom bot ftL-tor ... Kvv Kzz Cb Function 1 M1 HSS4x4x1/4 9.5 Lateral 2 M2 HSS4x4x1/4 9,5 Lateral 3 M3 HSS4x4x1/4 9.5 Lateral 4 M4 HSS4x4x1/4 9.5 Lateral 5 M5 HSS4x4x1/4 2.167 Lateral 6 M6 HSS4x4x1/4 2.167 Lateral 7 M7 HSS4x4x1/4 2.167 Lateral $ M8 HSS4x4x1/4 2.167 Lateral g Mg HSS4x4x1/4 2.167 Lateral 10 M10 HSS4x4x1/4 2.167 Lateral 11 M11 HSS4x4x1/4 2.167 Lateral 12 M12 HSS4x4x1/4 2.167 Lateral 13 M13 HSS3x2x5/10 2.167 Lateral 14 M14 HSS3x2x5/10 2.167 Lateral 15 M21 HSS3x3x3/1 3.308 Lateral 16 M22 SS3x3x3/10 3.124 Lateral 17 M23 SS3x3x3/10 3.308 Lateral 18 M24 SS3x3x3/1 3.124 Lateral 19 M25 HSS3x3x3/1 3.308 Lateral 20 M26 HSS3x3x3/1 3.124 Lateral 21 M27 HSS3x3x3/1 3.308 Lateral 22 M28 SS3x3x3/1 3.124 Lateral Joint Loads and Enforced Displacements (BLC 1 : DL) Joint Label LDM Direction Ma nitude k k-ft in rad), (k*sA2/ft.k*s^2*ft 1 N25 L Y -.92 Joint Loads and Enforced Displacements (BLC 3 : ELX+) Joint Label LRM Direction Ma nitude k k-ft in rad),(k*sA2/ft,k*s^2*ft 1 N23 L X .92 Joint Loads and Enforced Displacements (BLC 4 : ELZ+) Joint Label LDM Direction Ma nitude k k-ft in rad k*SA 2/ft k*s^2*ft 1 N24A L Z 92 Joint Loads and Enforced Displacements (BLC 5 : ELX-) Joint Label LDM Direction Ma nitude k k-ft in rad),(k*sA2/ft,k*s^2*ft 1 I N22 L I X -.92 Joint Loads and Enforced Displacements (BLC 6 : ELZ-) Joint Label LDM Direction Ma nitude k k-ft in rad),(k*s'2/ft,k*s^2*ft 1 N21 L Z -.92 Joint Loads and Enforced Displacements (BLC 7: unity x) Joint Label LDM Direction Ma nitude k k-ft in rad).(k*sA2/ft.k*s^2*ft 1 N23 L X 1 2 I N24A L + Z 1 RISA-3D Version 13.0.0 [TA...\...\...\...\Gen-6 Feed System 2015\RISA\12958_Gen6 OilTank v01.r3d] Page 5 05/01/2015 www.bccengineering.com Page 20 of 74 ALCompany BCCE May 1,2015 Designer RDM Job Number 12958 Checked By:- P_ Model Name Gen-6 Feed System Member Distributed Loads Member Label Direction Start Ma nitude k/ft F End Magnitudefk/ft.Fl Start Locationrft,%I End Location ft No Data to Print ... Wall Panel Distributed Loads Wall Label Direction Start Ma nitude ft F End Magnituderk/ft.Fl Start Locationrft,%j End Location ft No Data to Print ... Diaphragm Distributed Loads Diaphragm Label Direction Ma nitude k/ft No Data to Print ... Member Area Loads Joint A Joint B Joint C Joint D Direction Distribution Magnitudefksfl No Data to Print ... Basic Load Cases BLC Description Catego X Gravitv Y Gravitv Z Gravitv Joint Point Distributed Area Me... Surface P... 1 DL DL -1 1 2 LL LL 3 ELX+ ELX+Y 1 4 ELZ+ ELZ+Y 1 5 ELX- ELX-Y 1 6 ELZ- ELZ-Y 1 7 unity x None 2 8 unity z None Load Combinations Description S... P... S... B... Fa...B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... 1 Unita Load-X 7 1 2 Unita Load-Z 8 1 3 ""LRFD COMBINATION... 4 1.4D Yes Y DL 1.4 5 1.2D+1.6L Yes Y DL 1.2 LL 1.6 6 1.34DL+1.3ELX+0.39E...Yes Y I IQLI1.2 DL .141 E... 1.3 E.. .39 1 LL I .5 SL .2 7 1.34DL+1.3ELX+-0.39E... es Y DL 1.2 DL .141 E... 1.3 E..- .39 LL .5 SL .2 8 1.34DL+0.39ELX+1.3E...Yes Y DL 1.2 DL .141 E... .39 E... 1.3 LL .5 SL .2 9 1.34DL+-0.39ELX+1.3E... es Y DL 1.2 DL .141 E... .39 E... 1.3 LL .5 SL .2 10 1.34DL+-1.3ELX+0.39E.. es Y DL 1.2 DL .141 E... 1.3 E•.. .39 LL .5 SL .2 11 1.34DL+-1.3ELX+-0.39...Yes Y DL 1.2 DL .141 E... 1.3 E... .39 LL .5 SL .2 12 1.34DL+0.39ELX+-1.3E.. es Y IDLI 1.2 DL .141 E... .39 E..- 1.3 LL .5 SL .2 13 1.34DL+-0.39ELX+-1.3... es Y DL 1.2 DL .141 E... .39 E 1.3 LL .5 14 0.76DL+1.3ELX+0.39E...Yes Y DL .9 DL .141 E... 1.3 E... .39 15 0.76DL+1.3ELX+-0.39E.. es Y DL .9 DL .141 E... 1.3 E... .39 16 0.76DL+0.39ELX+1.3E...Yes Y DL .9 DL .141 E... .39 E... 1.3 17 0.76DL+-0.39ELX+ 1.3E.. es Y DL .9 DL .141 E... .39 E... 1.3 18 0.76DL+-1.3ELX+0.39E.. es Y DL E99 9 DL .141 E... 1.3 E... .39 19 0.76DL+-1.3ELX+-0.39... es Y DLDL .141 E... 1.3 E... .39 20 0.76DL+0.39ELX+-1.3E.. es Y DLDL .141 E... .39 E... 1.3 21 0.76DL+-0.39ELX+-1.3... es Y DLDL .141 E... .39 E... 1.3 RISA-3D Version 13.0.0 [TA...\...\...\...\Gen-6 Feed System 2015\RISA\12958_Gen6_OilTank_v01.r3d] Page 6 05/01/2015 www.bccengineering.com Page 21 of 74 I� LRDMCompany May 1,2015 Designer RDM Job Number 12958 Checked By:- P, Model Name Gen-6 Feed System Load Combinations (Continued) Descri tion S... P... S... B... Fa...B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... 22 Load Combination Design Des ri tion ASIF CD ABIF Service Hot Rolled Cold For... Wood Concrete Masonry Foo ins Aluminum Connecti... 1 Unitary Loa... Yes Yes Yes Yes Yes Yes Yes Yes 2 Unitary Loa... Yes Yes Yes Yes Yes Yes Yes Yes 3 '*'LRFD CO... Yes Yes Yes Yes Yes Yes Yes Yes 4 1.4D Yes Yes Yes Yes Yes Yes Yes Yes 5 1.2D+1.6L Yes Yes Yes Yes Yes Yes Yes Yes 6 1.34DL+1.... Yes Yes Yes Yes Yes Yes Yes Yes 7 1.34DL+1.... Yes Yes Yes Yes Yes Yes 8 1.34DL+0.... Yes Yes Yes Yes Yes Yes 9 1.34DL+-0.... Yes Yes Yes Yes Yes Yes 10 1.34DL+-1.... Yes Yes Yes Yes Yes Yes 11 1.34DL+-1.... Yes Yes Yes Yes Yes Yes 12 1.34DL+0.... Yes Yes Yes Yes Yes Yes 13 1.34DL+-0.... Yes Yes . Yes Yes. Yes Yes 14 0.76DL+1.... Yes Yes Yes Yes Yes Yes 15 0.76DL+1.... Yes Yes Yes Yes Yes Yes 16 0.76DL+0.... Yes Yes Yes Yes Yes Yes 17 0.76DL+-0.... Yes Yes Yes Yes Yes Yes 18 0.76DL+-1.... Yes Yes Yes Yes Yes Yes 19 0.76DL+-1.... Yes Yes Yes Yes Yes Yes 20 0.76DL+0.... Yes Yes Yes Yes Yes Yes 21 10.76DL+-0.... Yes Yes Yes Yes Yes Yes 22 1 Yes Yes Yes Yes Yes Yes Envelope Joint Reactions Joint X[kI LC Y[k1 LC Z[kI LC MX rk-ftl LC MY[k=ftl LC MZ fk-ftl LC 1 N4 max .618 11 3.824 11 .021 14 0 4 0 4 0 4 2 min -.606 18 -2.903 18 -.034 7 0 4 0 4 0 4 3 N1 max .031 12 3.836 7 .617 9 0 4 0 4 0 4 4 min -.019 21 -2.896 14 -.605 16 0 4 0 4 0 4 5 N3 max .019 20 3.812 6 .605 17 0 4 0 4 0 4 6 min -.031 13 -2.91 15 -.617 8 0 4 0 4 0 4 7 N2 max .607 19 3.824 10 .033 6 0 4 0 4 0 4 8 min -.618 10 -2.903 19 -.021 15 0 4 0 4 0 4 9 Totals: max 1.196 15 2.457 4 1.196 17 10 min -1.196 6 1.332 16 -1.196 8 Envelope Joint Displacements Joint X finl LC Y[inI LC Z in LC X Rotation ... LC Y Rotation... LC Z Rotation F....LC 1 N1 max 1 0 21 0 14 0 16 1 8.242e-5 13 1.499e-5 11 8.999e-5 7 2 min 0 12 0 7 0 9 -6.44e-5 20 4.595e-6 18 -7. 14 3 N2 max 0 10 0 19 0 15 7.244e-5 21 1.459e-5 7 8.361 a-5 7 4 min 0 19 0 10 0 6 -8.843e-5 12 5. 14 -6.542e-5 14 5 N3 max 0 13 0 15 0 8 6.445e-5 21 1.494e-5 10 7.385e-5 15 6 min 0 20 0 6 0 17 -8.232e-5 12 4.628e- 19 -8.965e-5 6 7 N4 max 0 18 0 18 0 7 8.852e-5 13 1.453e-5 8 6.558e-5 15 min 0 11 0 11 0 14 -7.241 e-5 20 5.03 e-6 17 -8.328e-5 6 - 9 2 - 9 N5 max .002 14 0 114 .002 13 7.97e-5 8 1.507e-5 9 8.064e-5 19 10 min 2 7 1 1 7 2 2 -7,89e-5 17 4.731 e- 1 -8.484e-5 1 RISA-31D Version 13.0.0 [TA...\...\...\...\Gen-6 Feed System 2015\RISA\12958_Gen6_OilTank_v01.r3d] Page 7 05/01/2015 www.bccengineering.com Page 22 of 74 ALCompany BCCE May 1,2015 Designer RDM Job Number 12958 Checked By:- r, Model Name Gen-6 Feed System Envelope Joint Displacements (Continued) Joint X[inl LC Yin LC Z in LC X Rotation ... LC Y Rotation... LC Z Rotation ...LC 11 N6 max 1 .002 141 0 21 1 .002 21 1 7.808e-5 8 1 1.511 a-5 10 1 8.685e-5 11 12 min -.002 7 -.001 12 -.002 12 -7.391 a-5 17 4.66e-6 19 -8.558e-5 18 13 N7 max .002 6 0 15 .002 21 7.872e-5 16 1.505e-5 8 8.51 a-5 11 14 min -.002 15 -.001 6 -.002 12 -8.001 a-5 9 4.715e-6 17 -8.047e-5 18 15 N8 max .002 6 0 20 .002 13 7.373e-5 16 1.515e-5 11 8.574e-5 19 16 min -.002 15 -.001 13 -.002 20 -7.839e-5 9 4.611e-6 18 -8.656e-5 10 17 N9 max .006 18 .001 14 .005 8 8.842e-5 21 2.992e-6 4 1.039e-4 7 18 min -.006 11 -.002 7 -.005 17 -8.894e-5 12 1.572e-6 18 -1.034e-4 14 19 N10 max .006 18 .001 19 .005 16 8.842e-5 21 2.992e-6 4 1.039e-4 7 20 min -.006 11 -.002 10 -.005 9 -8.894e-5 12 1.573e-6 18 -1.034e-4 14 21 N11 max .006 10 .001 15 .005 16 8.842e-5 21 2.992e-6 4 1.039e-4 7 22 min -.006 19 -.002 6 -.005 9 -8.894e-5 12 1.572e-6 18 -1.034e-4 14 23 N12 max .006 10 .001 18 .005 8 8.842e-5 21 2.992e-6 4 1.039e-4 7 24 min -.006 19 -.002 11 -.005 17 -8.894e-5 12 1.572e-6 18 -1.034e-4 14 25 N13 max .038 14 .002 14 .041 8 1.314e-41 16 8.286e-4 10 8.924e-4 11 26 min -.038 7 -.003 7 -.041 9 -1.323e-4 9 -8.251e-4 19 -8.908e-4 18 27 N14 max .03 14 .002 19 .053 21 7.487e-4 21 3.921 e-4 10 1.63e-4 7 28 min -.03 7 -.003 10 -.053 12 -7.499e-4 12 -3.869e-4 19 -1.622e-4 14 29 N15 max .011 6 .001 15 .01 16 8.844e-5 21 2.992e-6 4 1.039e-4 7 30 min -.011 15 -.002 6 -.01 12 -8.896e-5 12 1.572e-6 18 -1.034e-4 14 31 N16 max .059 10 .002 20 .041 8 1.314e-4 16 8.286e-4 1 10 8.924e-4 11 32 min -.059 11 -.002 13 -.041 9 -1.323e-4 9 -8.251 e-4 19 -8.908e-4 18 33 N17 max .028 14 .002 14 .035 8 7.487e-4 21 3.921 e-4 10 1.63e-4 7 34 min -.028 7 -.003 7 -.035 17 -7.499e-4 12 -3.869e-4 19 -1.622e-4 14 35 N18 max .028 14 .002 19 .042 21 7.487e-4 21 3.921 e-4 10 1.63e-4 7 36 min -.028 7 -.003 10 -.042 12 -7.499e-4 12 -3.869e-4 19 -1.622e-4 14 37 N21 max .035 14 .002 14 .04 8 1.314e-4 16 8.286e-4 10 8.924e-4 11 38 min -.035 7 -.003 7 -.04 17 -1.323e-4 9 -8.251e-4 19 -8.908e4 18 39 N24 max .056 10 .002 20 .04 8 1.314e-4 16 8.286e-4 10 8.924e-4 11 40 min -.056 11 -.002 13 -.04 17 -1.323e-4 9 -8.25le-4 19 -8.908e-4 18 41 N21A max .028 14 .001 21 .038 21 7.487e-4 21 3.921 e-4 10 1.63e-4 7 42 min -.028 7 -.002 12 -.042 12 -7.499e-4 12 -3.869e-4 19 -1.622e-4 14 43 N22 max .045 18 .001 14 .04 8 1.314e-4 16 8.286e-4 10 8.924e-4 11 44 min -.049 11 -.002 7 -.04 17 -1.323e-4 9 -8.251e-4 19 -8.908e-4 18 45 N23 max .045 18 .01 19 .043 21 1.314e-4 16 8.286e-4 10 8.924e-4 11 46 min -.045 11 -.01 10 -.043 12 -1.323e-4 9 -8.251e-4 19 -8.908e-4 18 47 N24A max .032 18 .008 20 .038 21 7.487e-4 21 3.921 e-4 10 1.63e-4 7 48 min -.032 11 -.009 13 -.038 12 -7.499e-4 12 -3.869e-4 19 -1.622e-4 14 49 N25 max .006 18 0 20 .005 16 8.842e-5 21 2.992e-6 4 1.039e-4 7 50 min -.006 11 0 4 1 -.005 9 -8.894e-5 12 1.572e-6 18 -1.034e-4 14 Envelope Member Section Forces Member Sec Axiairkl LC v Shearrkl LC z Shearfkl LC Tor ue k-ft LC v-v Mome...LC z-z Moment[k-ft LC 1 M1 1 max 3.368 13 .018 8 1 .019 14 .002 14 .004 7 .011 18 2 min -2.485 20 -.016 17 7 2 7 -.002 14 -.019 11 3 2 max 2.536 11 .054 18 .074 9 .005 11 .078 16 .069 18 4 min -1.834 18 -.07 11 -.063 16 .001 18 -.089 9 -.088 11 5 3 max 2.499 11 .314 10 .385 9 .182 11 .877 8 .926 18 6 min -1.854 18 -.314 11 -.385 8 -.182 10 -.878 9 -.926 11 7 4 max .707 13 .314 10 .385 9 .182 11 .038 20 .181 18 8 min -.632 20 -.314 11 -.385 8 -.182 10 -.038 13 -.181 11 9 5 max 0 4 0 10 0 9 0 4 0 4 0 4 10 min 0 4 0 11 0 8 0 4 0 4 0 4 11 M2 1 max 3.568 7 .017 21 .019 18 .002 21 .011 16 .002 21 12 min -2.667 14 -.028 12 -.021 11 -.002 12 -.018 9 -.003 12 RISA-3D Version 13.0.0 [TA...\...\...\...\Gen-6 Feed System 2015\RISA\12958_Gen6_OilTank_v01.r3d] Page 8 05/01/2015 www.bccengineering.com Page 23 of 74 ALCompany BCCE May 1,2015 Designer RDM Job Number 12958 Checked By:- e_ Model Name Gen-6 Feed System Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v Shearfkl LC z Shear[kI LC Tor ue k-ft LC v-v Mome...LC z-z Moment[k-ftl LC 13 2 maxI 2.364 9 1 .073 110 .072 9 .005 9 .067 16 .091 10 14 min 1 -1.644 16 -.062 19 -.056 16 .001 16 -.086 9 -.081 19 15 3 max 2.327 9 .45 6 .357 9 .11 11 .857 8 .809 6 16 min -1.665 16 -.45 7 -.357 8 -.11 10 -.857 9 -.809 7 17 4 max 1.583 7 .45 6 .357 9 .11 11 .077 19 .26 15 18 min -1.489 14 -.45 7 -.357 8 -.11 10 -.077 10 -.26 6 19 5 max 0 4 0 10 0 9 0 4 0 4 0 4 20 min 0 4 0 11 0 8 0 4 0 4 0 4 21 M3 1 max 3.545 6 .028 13 .02 10 .002 20 .018 8 .003 13 22 min -2.68 15 -.017 20 -.019 19 -.002 13 -.011 17 -.002 20 23 2 max 2.342 8 .062 18 .056 17 .005 8 1 .086 8 .081 18 24 min -1.656 17 -.073 11 -.072 8 .001 17 -.067 17 -.091 11 25 3 max 2.305 8 .062 18 .056 17 .005 8 1 .065 17 .081 11 26 min -1.677 17 -.073 11 -.072 8 .001 17 -.085 8 -.066 18 27 4 max .038 4 0 6 0 12 0 4 0 13 0 6 28 min .021 18 0 7 0 13 0 4 0 12 0 7 29 5 max 0 4 0 6 0 12 0 4 0 4 0 4 30 min 0 4 0 7 0 13 0 4 0 4 0 4 31 M4 1 max 3.368 12 .016 16 .03 6 .002 15 .002 15 .019 10 32 min -2.485 21 -.018 9 -.019 15 -.002 6 -.004 6 -.011 19 33 2 max 2.537 10 .071 10 .063 17 .005 10 .088 8 .088 10 34 min -1.833 19 -.054 19 -.074 8 .001 19 -.079 17 -.069 19 35 3 max 2.5 10 .45 6 .533 12 .11 11 1.169 13 .809 6 36 min -1.854 19 -.45 7 -.532 13 -.11 10 -1.17 12 -.809 7 37 4 max 1.378 6 .45 6 .533 12 .11 11 .096 18 .26 15 38 min -1.303 15 -.45 7 -.532 13 -.11 10 -.096 11 -.26 6 39 5 max 0 4 0 6 0 12 0 4 0 4 0 4 40 min 0 4 0 7 0 13 0 4 0 4 0 4 41 M5 1 max .069 14 .08 13 .009 10 .001 14 .007 19 .071 13 42 min -.091 7 -.059 20 -.005 19 -.003 7 -.011 10 -.069 20 43 2 max .069 14 .072 13 .009 10 .001 14 .004 19 .031 21 44 min -.091 7 -.063 20 -.005 19 -.003 7 -.006 10 -.038 12 45 3 max .069 14 .065 21 .009 10 .001 14 .002 21 0 20 46 min -.091 7 -.069 12 -.005 19 -.003 7 -.002 12 -.007 13 47 4 max .069 14 .06 21 .009 10 .001 14 .005 6 .038 20 48 min -.091 7 -.078 12 -.005 19 -.003 7 -.003 15 -.039 13 49 5 max .069 14 .055 21 .009 10 .001 14 .01 6 .081 12 50 min -.091 7 -.086 12 -.005 19 -.003 7 -.006 15 -.07 21 51 M6 1 max .061 19 .08 7 .009 8 .001 21 .007 17 .07 7 52 min -.083 10 -.058 14 -.005 17 -.003 12 -.011 8 -.069 14 53 2 max .061 19 .072 7 .009 8 .001 21 .004 17 .031 15 54 min -.083 10 -.063 14 5 17 -.003 12 -.006 8 -.038 6 55 3 max .061 19 .064 15 .009 8 .001 21 .002 7 0 14 56 min -.083 10 -.0 6 -.005 17 3 12 2 14 -.007 7 57 4 max .061 19 .06 15 .009 8 .001 21 .005 13 .037 14 58 min -.083 10 -.077 6 -.005 17 - 12 -.002 20 -.039 7 59 5 max .061 19 .055 15 .009 8 .001 21 .009 13 .081 6 0 min -. 83 10 -.086 17 - 1 20 -. 7 1-5- 61 M7 1 max 069 15 .08 12 .009 11 .001 15 .007 18 .071 12 in 21 -.005 18 - -. 11 --069 21 63 2 max .069 15 .072 12 .009 11 .001 15 .004 18 .031 20 64 min -.09 6 -.063 21 -.005 18 -.003 6 -.006 11 -.038 13 65 3 max .069 15 .065 20 .009 11 .001 15 .002 12 0 21 66 min -.09 6 -.069 13 -.005 18 -.003 6 -.002 21 -.007 12 67 4 max .069 15 .06 20 .009 11 .001 15 .005 7 .038 21 68 min1 -.09 6 -.078 13 -.005 18 -.003 -.003 14 -.039 12 69 5 max .069 15L .055 20 .009 11 .001 15 .01 7 .081 13 RISA-3D Version 13.0.0 [TA...\...\...\...\Gen-6 Feed System 2015\RISA\12958_Gen6_OilTank_v01.r3d] Page 9 05/01/2015 www.bccengineering.com Page 24 of 74 :r ALCompany BCCE May 1,2015 Designer RDM Job Number 12958 Checked By:- G Model Name Gen-6 Feed System Envelope Member Section Forces (Continued) Member Sec AxiairkI LC v Shear[kI LC z Shearrkl LC Tor ue k-ft LC v-v Mome...LC z-z Moment k-ft LC 70 min -.09 6 -.086 13 -.005 18 -.003 6 -.006 14 -.07 20 71 M8 1 max .061 18 .08 6 .009 9 .001 20 .006 16 .07 6 72 min -.082 11 -.058 15 -.005 16 -.003 13 -.011 9 -.069 15 73 2 max .061 18 .072 6 .009 9 .001 20 .004 16 .031 14 74 min -.082 11 -.063 15 -.005 16 -.003 13 -.006 9 -.038 7 75 3 max .061 18 .064 14 .009 9 .001 20 .002 14 0 15 76 min -.082 11 -.069 7 -.005 16 -.003 13 -.002 7 -.007 6 77 4 max .061 18 .06 114 .009 9 .001 20 .005 12 .037 15 78 min -.082 11 -.077 7 -.005 16 -.003 13 -.002 21 -.039 6 79 5 max .061 18 .055 14 .009 9 .001 20 .009 12 .081 7 80 min -.082 11 -.086 7 -.005 16 -.003 13 -.005 21 -.07 14 81 M9 1 max 0 17 .017 4 0 4 0 21 0 6 .006 4 82 min 0 8 .009 17 0 4 0 12 0 15 .003 17 83 2 max 0 17 .009 4 0 4 0 21 0 8 0 16 84 min 0 8 .005 17 0 4 0 12 0 17 0 4 85 3 max 0 17 0 16 0 4 0 21 0 8 -.002 18 86 min 0 8 0 9 0 4 0 12 0 17 -.003 4 87 4 max 0 17 -.005 16 0 4 0 21 0 16 0 20 88 min 0 8 -.009 4 0 4 0 12 0 9 0 4 89 5 max 0 17 -.009 16 0 4 0 21 0 21 .006 4 90 min 0 8 -.017 4 0 4 0 12 0 12 .003 21 91 M10 1 max 0 18 .017 4 0 21 0 15 0 9 .006 4 92 min 0 11 .009 141 0 12 0 6 0 16 .003 18 93 2 max 0 18 .009 4 1 0 21 0 15 0 7 0 21 94 min 0 11 .005 141 0 12 0 6 0 14 0 4 95 3 max 0 18 0 151 0 21 0 15 0 11 -.002 16 96 min 0 11 0 6 0 12 0 6 0 18 -.003 4 97 4 max 0 18 -.005 15 0 21 0 115 0 191 0 16 98 min 0 11 -.009 4 0 12 0 6 0 10 0 4 99 5 max 0 18 -.009 15 0 21 0 15 0 21 .006 4 100 min 0 11 -.017 4 0 12 0 6 0 12 .003 15 101 M11 1 max 0 13 .017 4 0 4 0 17 0 12 .006 4 102 min 0 12 .009 116 0 4 0 8 0 21 .003 16 103 2 max 0 13 .009 4 0 4 0 1171 0 12 0 17 104 min 0 12 .005 16 0 4 0 8 0 21 0 4 105 3 max 0 13 0 17 0 4 0 17 0 20 -.002 17 106 min 0 12 0 8 0 4 0 8 0 13 -.003 4 107 4 maxI 0 13 -.005 17 0 4 0 17 0 20 0 16 108 min 0 12 -.009 4 0 4 0 8 0 13 0 4 109 5 max 0 13 -.009 17 0 4 0 17 0 20 .006 4 110 min 0 12 -.017 4 0 4 0 8 0 13 .003 17 111 M12 1 max 0 20 .017 1 4 0 117 0 14 0 113 .006 4 112 min 0 13 .009 15 0 8 0 7 0 20 .003 15 113 2 max 0 20 .009 4 0 17 0 14 0 13 0 18 114 min 0 13 .005 15 0 8 0 7 0 20 0 4 115 3 max 0 20 0 14 0 17 0 14 0 21 -.002 15 116 min 0 13 0 7 0 8 0 7 0 12 -.003 4 117 4 max 0 20 -.005 14 0 17 0 141 0 19 0 15 118 min 0 13 -.009 4 0 8 0 7 1 0 10 0 4 119 5 max 0 20 -.009 14 0 17 0 141 0 115 .006 4 120 min 0 13 -.017 4 0 8 0 7 0 6 .003 14 121 M13 1 max 0 16 .012 4 .598 17 0 15 0 6 .004 4 122 min 0 9 .007 14 0 4 0 6 -.324 17 .002 14 123 2 max 0 16 .006 4 .598 17 0 15 0 12 0 15 124 min 0 9 .003 14 0 4 0 6 0 21 0 4 125 3 max 0 16 0 15 .598 17 0 115 .324 9 -.001 19 126 min 0 1 9 1 0 6 -.17910 0 16 2 4 RISA-3D Version 13.0.0 [TA...\...\...\...\Gen-6 Feed System 2015\RISA\12958_Gen6_OilTank_v01.r3d]Page 10 05/01/2015 www.bccengineering.com Page 25 of 74 fI ALCompany BCCE May 1,2015 Designer RDM Job Number 12958 Checked By:- G Model Name Gen-6 Feed System Envelope Member Section Forces (Continued) Member Sec AxiaI[kI LC v Shear[kl LC z hearfkl LC Tor ue k-ft LC v-v Mome...LC z-z Momentrk-ftl LC 127 4 max 0 16 -.003 1151 0 4 0 15 0 9 0 14 128 min 0 9 -.006 1 4 -.598 12 0 6 0 16 0 4 129 5 max 0 16 -.007 15 0 4 0 15 0 4 .004 4 130 min 0 9 -.012 4 -.598 12 0 6 -.324 20 .002 15 131 M14 1 max 0 14 .012 4 .598 19 0 6 0 4 .004 4 132 min 0 9 .007 17 0 4 0 15 -.324 19 .002 17 133 2 max 0 14 .006 4 .598 19 0 6 0 7 0 16 134 min 0 9 .003 17 0 4 0 15 0 6 0 4 135 3 max 0 14 0 8 0 4 0 6 .324 15 -.001 16 136 min 0 9 0 17 -.598 7 0 15 0 14 -.002 4 137 4 max 0 14 -.003 16 0 4 0 6 0 9 0 17 138 min 0 9 1 -.006 4 -.598 7 0 15 0 16 0 4 139 5 max 0 14 -.007 16 0 4 0 6 0 10 .004 4 140 min 0 9 1 -.012 4 -.598 7 0 15 -.324 11 .002 16 141 M15 1 max .228 8 .659 13 .19 9 .659 16 .506 11 .716 21 142 min -.355 17 -.659 12 -.316 8 -.664 9 -.182 10 -.72 12 143 2 max .228 8 .659 13 .19 9 .659 16 .445 7 .463 21 144 min -.355 17 -.659 12 -.316 8 -.664 9 -.283 6 -.468 12 145 3 max .228 8 .659 13 .19 9 .659 16 .403 7 .318 19 146 min -.355 17 -.659 12 -.316 8 -.664 9 -.402 6 -.323 10 147 4 max .228 8 .659 13 .19 9 .659 16 .36 15 .315 15 148 min -.355 17 -.659 12 -.316 8 -.664 9 -.522 6 -.32 6 149 5 max .228 8 .659 13 .19 9 .659 16 .409 9 .457 17 150 min -.355 17 -.659 12 -.316 8 -.664 9 -.641 14 -.462 8 151 M16 1 max .3 13 .659 13 .738 6 .463 8 .409 9 .659 16 152 min -.681 10 -.659 12 -.355 17 -.458 17 -.641 14 -.663 9 153 2 max .3 13 .659 13 .738 6 .463 8 .273 9 .465 14 154 min -.681 10 -.659 12 -.355 17 -.458 17 -.358 14 -.47 7 155 3 max .3 13 .659 13 .738 6 .463 8 .137 9 .391 14 156 min -.681 10 -.659 12 -.355 17 -.458 17 -.136 16 -.396 7 157 4 max .3 13 .659 13 .738 6 .463 8 .216 10 .442 18 158 min -.681 10 -.659 12 -.355 17 -.458 17 -.055 11 -.447 11 159 5 max .3 13 .659 13 .738 6 .463 8 .49 6 .574 20 160 min -.681 10 -.659 12 -.355 17 -.458 17 -.166 7 -.578 13 161 M17 1 max .242 10 1.33 15 .432 7 1.472 15 .42 101 1.788 19 162 min -.553 13 -1.33 6 -.629 8 -1.477 6 1 -.324 19 -1.793 10 163 2 max .242 10 1.33 15 .432 7 1.472 15 .274 10 1.28 19 164 min -.553 13 -1.33 6 -.629 8 -1.477 6 1 -.227 19 -1.284 10 165 3 max .242 10 1.33 15 .432 7 1.472 15 .246 12 .771 19 166 min -.553 13 -1.33 6 -.629 8 -1.477 6 -.247 21 -.776 10 167 4 max .242 10 1.33 15 .432 7 1.472 15 .29 9 .494 21 168 min -.553 13 -1.33 6 -.629 8 -1.477 6 -.451 16 -.49 1 169 5 max .242 10 1.33 15 .432 7 1.472 15 .369 9 .572 16 170 min -.553 13 -1.33 6 -.629 8 -1.477 2 j-6- -.576 171 M18 1 max .381 10 1.33 15 .426 16 .577 9 .369 9 1.472 15 172 min 11 -1.33 6 -.2 7 -.572 6 -.692 1 -1.476 173 2 max .381 10 1.33 15 .426 16 .577 9 .367 9 .962 15 174 min -.509 11 -1.33 -.205 7 -.572 1 -.529 1 7 AL 175 3 max .381 10 1.33 15 .426 16 .577 9 1 .366 9 .529 17 176 min - 11 -1.33 6 -.20 7 -.572 6 - -.534 177 4 max .381 10 1.33 15 .426 16 .577 9 .367 12 .486 20 178 min 1 -.509 111 -1.33 6 1 -.205 7 -.572 16 -.205 13 -.49 13 179 5 max .381 10 1.33 15 .426 16 .577 9 .417 12 .821 18 180 min -.509 11 -1.33 6 -.205 7 -.572 16 -.11 11 -.825 11 181 M19 1 max .304 17 1.675 11 .222 21 .941 14 .19 10 .916 21 182 min -.324 8 -1.192 18 -.227 112 -.964 7 -.182 19 -.928 12 183 2 max .304 17 1.675 11 .222 121 , .941 114 .13 8 .394 16 RISA-3D Version 13.0.0 [TA...\...\...\...\Gen-6 Feed System 2015\RISA\12958_Gen6_OilTank_v01.r3d]Page 11 05/01/2015 www.bccengineering.com Page 26 of 74 ALCompany BCCE May 1,2015 Designer RDM Job Number 12958 Checked By:- 4. Model Name Gen-6 Feed System Envelope Member Section Forces (Continued) Member Sec Axiallkl LC v Shearfkl LC z Shearrkl LC Tor ue k-ft LC v-v Mome...LC z-z Momentfk-ftl LC 1841 Iminl -.324 8 -1.192 18 -.227 12 -.964 7 -.126 17 -.776 9 185 3 max .329 21 1.675 11 .341 20 .948 17 .627 13 1.074 14 186 Iminl -.349 12 -1.417 9 -.236 8 -.971 8 -.627 20 -1.825 7 187 4 max .329 21 .933 16 .341 20 .948 17 .363 21 .664 18 188 min -.349 12 -1.417 9 -.347 13 -.971 8 -.367 12 -1.046 11 189 5 max .329 21 .933 16 .341 20 .948 17 .104 19 1.062 20 190 min -.349 12 -1.417 9 -.347 13 -.971 1 8 -.112 10 -1.073 13 191 M20 1 max .394 18 .638 9 .23 17 .758 21 .104 10 .953 15 192 min -.414 11 -.155 16 -.235 8 -.782 12 -.096 19 -.964 6 193 2 max .394 18 .638 9 .23 17 .758 21 .217 9 .72 15 194 min -.414 11 -.155 16 -.235 8 -.782 12 -.213 16 -1.101 6 195 3 max .394 18 1.478 15 .423 21 .758 21 .643 20 2.163 15 196 min -.414 11 -1.961 6 -.427 20 -.782 12 -.643 13 -2.914 6 197 4 max .349 16 1.478 15 .423 21 .074 20 .316 20 1.031 15 198 min -.369 9 -1.961 6 1 -.428 12 -.096 13 -.32 13 -1.412 6 199 5 max .349 16 1.478 15 .423 21 .074 20 .009 19 .094 14 200 min -.369 9 -1.961 6 -.428 12 -.096 13 -.017 10 -.105 7 201 M21 1 max .792 12 .019 7 .011 10 .002 6 .015 19 .022 7 202 min -.753 21 -.008 14 -.01 19 -.001 15 -.017 10 -.019 14 203 2 max .797 12 .015 7 .011 10 .002 6 .006 19 .009 15 204 min -.75 21 -.011 14 -.01 19 -.001 15 -.008 10 -.013 6 205 3 max .803 12 .011 15 .011 10 .002 6 .002 141 0 21 206 min -.747 21 -.014 6 -.01 19 -.001 15 -.003 7 -.006 12 207 4 max .808 12 .008 15 .011 10 .002 6 .01 18 .01 6 208 min -.744 21 -.019 6 -.01 19 -.001 15 -.011 11 -.009 15 209 5 max .814 12 .006 15 .011 10 .002 6 .019 18 .028 6 210 min -.741 21 -.023 6 -.01 19 -.001 15 -.02 11 -.015 15 211 M22 1 max .897 8 .019 9 .002 20 .003 13 .01 13 .022 9 212 min -.891 17 -.007 16 -.003 13 -.002 20 -.007 20 -.021 16 213 2 max .902 8 .014 9 .002 20 .003 13 .008 13 .011 15 214 min -.888 17 -.009 16 -.003 13 -.002 20 -.006 20 -.018 6 215 3 max .907 8 .01 17 .002 20 .003 13 .006 13 .005 15 216 min -.886 17 -.013 8 -.003 13 -.002 20 -.004 20 -.012 6 217 4 max .912 8 .008 17 .002 20 .003 13 .003 13 .005 21 218 min -.883 17 -.017 8 -.003 13 -.002 20 -.002 20 -.008 12 219 5 max .917 8 .005 17 .002 20 .003 13 .001 11 .018 8 220 min -.88 17 -.022 8 -.003 13 -.002 20 0 18 -.011 17 221 M23 1 max .786 7 1 .018 113 .011 9 .002 12 .016 16 .018 13 222 min -.746 14 -.006 20 -.011 16 0 21 -.018 9 -.016 20 223 2 max .792 7 .013 13 .011 9 .002 12 .008 16 .007 21 224 min -.743 14 -.009 20 -.011 16 0 21 -.009 9 1 -.011 12 225 3 max .797 7 .009 21 .011 9 .002 12 0 20 .002 14 226 min -.74 14 -.013 12 -.011 16 0 21 -.002 13 -.007 7 227 4 max .803 7 .007 21 1 .011 9 .002 12 .009 17 .011 10 228 min -.737 14 -.017 12 -.011 16 0 21 -.01 8 -.01 19 229 5 max .808 7 .004 21 .011 9 .002 12 .019 17 .026 10 230 min -.734 14 -.022 12 -.011 16 0 21 -.019 8 -.013 19 231 M24 1 max .903 10 .019 11 .003 15 .004 6 .011 6 .023 11 232 min -.896 19 -.007 18 -.003 6 -.003 15 -.008 15 -.022 18 233 2 max .908 10 .015 11 .003 15 .004 6 1 .009 6 .011 19 234 min -.893 19 -.01 18 -.003 6 -.003 15 -.006 15 -.018 10 235 3 max .912 10 .011 19 .003 15 .004 6 .006 6 1 .004 21 236 min -.89 19 -.013 10 -.003 6 -.003 15 -.004 15 -.011 12 237 4 max .917 10 .008 19 .003 15 .004 6 .004 6 .005 14 238 min -.887 19 -.018 10 -.003 -.003 15 -.002 15 -.007 7 239 5 max .922 10 .005 19 .003 15 .004 6 .001 6 .019 10 24 min -.88 19 -.022 1 - -.003 15 0 15 -.011 1 RISA-3D Version 13.0.0 [TA...\...\...\...\Gen-6 Feed System 2015\RISA\12958_Gen6 OilTank_v01.r3d]Page 12 05/01/2015 www.bccengineering.com Page 27 of 74 Company BCCE May 1,2015 A L Designer RDM Job Number 12958 Checked By:- P, Model Name Gen-6 Feed System Envelope Member Section Forces (Continued) Member Sec -AxialIkI LC v Shearlkl LC z Shearrkl LC Tor ue k-ft LC v-v Mome...LC z-z Moment k-ft LC 2411 M25 1 max .793 13 .019 6 .011 11 .002 7 1 .015 18 .021 6 242 min -.753 20 -.008 15 -.01 18 -.001 14 -.017 11 -.019 15 243 2 max .799 13 .015 6 .011 11 .002 7 .006 18 .009 14 244 min -.75 20 -.011 15 -.01 18 -.001 14 -.008 11 -.013 7 245 3 max .804 13 .011 14 .011 11 .002 7 .002 15 0 20 246 min -.747 20 -.014 7 -.01 18 -.001 14 -.003 6 -.006 13 247 4 max .809 13 .008 14 .011 11 .002 7 .01 19 .01 7 248 min -.744 20 -.019 7 -.01 18 -.001 14 -.011 10 -.009 14 249 5 max .815 13 .006 14 .011 11 .002 7 .019 19 .028 7 250 min -.741 20 -.023 7 -.01 18 -.001 14 -.02 10 -.015 14 251 M26 1 max .898 9 .019 8 .002 21 .003 12 .01 12 .022 8 252 min -.891 16 -.007 17 -.003 12 -.002 21 -.007 21 -.021 17 253 2 max .903 9 .014 8 .002 21 .003 12 .008 12 .011 14 254 min 1 -.888 16 -.009 17 -.003 12 -.002 21 -.006 21 -.018 7 255 3 max .908 9 .01 16 .002 21 .003 12 .006 12 .004 14 256 min -.885 16 -.013 9 -.003 112 -.002 121 -.004 21 -.012 7 257 4 max .913 9 .008 16 .002 121 .003 12 .003 12 .005 20 258 min -.883 16 -.017 9 1 -.003 12 -.002 21 -.002 21 -.008 13 259 5 max .917 9 1 .005 16 .002 21 .003 12 .001 10 .018 9 260 min 1 -.88 16 -.022 9 -.003 12 -.002 21 0 19 -.011 16 261 M27 1 max .785 6 1 .018 12 .011 8 .002 13 .016 17 .019 12 262 min -.747 15 -.006 21 -.011 17 0 20 -.018 8 -.016 21 263 2 max .791 6 .013 12 .011 8 .002 13 .008 17 .007 20 264 min -.743 15 -.009 21 -.011 17 0 20 -.009 8 -.011 13 265 3 max .796 6 .009 20 .011 8 .002 13 0 21 .002 15 266 min -.74 15 -.012 13 -.011 17 0 20 -.002 12 -.007 6 267 4 max .802 6 .007 20 .011 8 .002 13 .009 16 .011 11 268 min -.737 15 -.017 13 -.011 17 0 20 -.011 9 -.01 18 269 5 max .807 6 .004 20 .011 8 .002 13 .019 16 .026 11 270 min -.734 15 -.022 13 -.011 17 0 20 -.019 9 -.013 18 271 M28 1 max .902 11 .019 10 .003 14 .004 7 1 .011 7 .023 10 272 min -.895 18 -.007 19 -.003 7 -.003 14 -.008 114 -.022 19 273 2 max .907 11 .015 10 .003 14 .004 7 .009 1 7 .011 18 274 min -.893 18 -.01 19 -.003 7 -.003 14 -.006 14 -.018 11 275 3 max .912 11 .011 18 .003 14 .004 7 .006 7 .004 20 276 min -.89 18 -.013 11 -.003 7 -.003 14 -.004 14 -.011 13 277 4 max .917 11 .008 18 .003 14 .004 7 .004 7 .005 15 278 min1 -.887 18 -.018 11 -.003 7 -.003 14 -.002 14 -.007 6 279 5 max .922 11 .005 18 .003 114 .004 7 .001 7 .019 11 280 min 1 -.864 18 -.022 11 -.003 1 7 -.003 14 0 14 -.011 18 Envelope AISC 13th(360-05): LRFD Steel Code Checks Member Shape Code Check Locrftl LC Shear.. Locft Dir LC hi*Pnc... hi*Pnt k hi*Mn v.. hi*Mn z...Cb E n 1 M1 HSS4x4x4 .085 4.75 7 .022 4.751 v 111 95.63 139.518 16.181 16.181 1..••H1-1b 2 M2 HSS4x4x4 .103 8.313 10 .059 8.3131 V 16 95.63 139.518 16.181 16.181 2....H1-1b 3 M3 HSS4x4x4 .022 2.177 6 .002 2.276 z 18 95.63 139.518 16.181 16.181 1...H1-1b 4 M4 HSS4x4x4 .097 4.75 10 .021 4.75 z 12 95.63 139.518 16.181 16.181 1.6 H1-1b 5 M5 HSS4x4x4 .005 2.16712 .002 2.167 V 9 136.803 139.518 16.181 16.181 2••..H1-1b 6 M6 HSS4x4x4 .005 2.167 6 .002 2.167 6 136.803139.518 16.181 116.181 2••..H1-1b 7 M7 HSS4x4x4 .005 2.16713 .002 2.167 v 8 136.803 139.518 16.181 16.181 2••••H1-1b 8 M8 HSS4x4x4 .005 2.167 7 .002 2.167 v 7 136.803 139.518 16.181 16.181 2•••H1-1b 9 M9 HSS4x4x4 .000 2.167 4 .000 2.167 4 136.803 139.518 16.181 16.181 2••••H1-1b 10 M10 HSS4x4x4 .000 2.167 4 .000 2.167 v 4 136.803 139.518 16.181 16.181 2••••H1-1b 11 M11 HSS4x4x4 .000 2.167 4 .000 2.167v 4 136.803139.518 16.181 16.181 2••••H1-1b 12 M12 HSS4x4x4 .000 2.167 4 .000 2.167 4 136.803139.518 16.181 16.181 2•••H1-1b RISA-3D Version 13.0.0 [TA...\...\...\...\Gen-6 Feed System 2015\RISA\12958_Gen6_OilTank_v01.r3d]Page 13 05/01/2015 www.bccengineering.com Page 28 of 74 a ALCompany BCCE May 1,2015 Designer RDM Job Number 12958 Checked By:- P_ Model Name Gen-6 Feed System Envelope AISC 13th(360-05): LRFD Steel Code Checks (Continued) Member Sha a Code Check LocrftI LC Shear.. Locft Dir LC hi*Pnc... hi*Pnt[k hi*Mn .. hi*Mn z...Cb E n 13 M13 HSS3x2x5 .060 0 9 .037 0 z 17 89.254 97.29 5.451 7.279 2...H1-1b 14 M14 HSS3x2x5 .060 2.167 7 .037 1083 z 15 89.254 97.29 5.451 7.279 2...H1-1b 15 M21 HSS3x3x3 .011 3.308 13 .002 3.308 6 57.454 61.236 5.319 5.319 2...H1-1b 16 M22 HSS3x3x3 .013 0 8 .002 3.124 8 57.853 61.236 5.319 5.319 1 H1-1b 17 M23 HSS3x3x3 .012 3.308 6 .002 3.308 12 57.454 61.236 5.319 5.319 2...H1-1b 18 M24 HSS3x3x3 .014 0 10 .002 3.124 v 10 57.853 61.236 5.319 5.319 1.. H1-1b 19 M25 HSS3x3x3 .011 3.30812 .002 3.308 v 7 57.454 61.236 5.319 5.319 2....H1-1b 20 M26 HSS3x3x3 .013 0 9 .002 3.124 V g 57.853 61.236 5.319 5.319 1....HI-lb 21 M27 HSS3x3x3 .012 3.308 7 .002 3.308 13 57.454 61.236 5.319 5.319 2....H1-1b 22 1 M28 HSS3x3x3 .014 0 11 .002 3.1241 v 141 57.853 61.236 5.319 5.319 1 lb Material Material Takeoff Material Size Pieces Length ft Weight K 1 General 2 RIGID 6 12.3 0 3 Total General 6 12.3 0 4 5 Hot Rolled Steel 6 A36 Gr.36 HSS3x3x3 8 25.7 .2 7 A500 Gr.46 HSS3x2x5 2 4.3 0 8 A500 Gr.46 HSS4x4x4 12 55.3 .6 9 Total HR Steel 22 85.4 .8 Warning Log Messacie No Data to Print ... RISA-3D Version 13.0.0 [TA...\...\...\...\Gen-6 Feed System 2015\RISA\12958_Gen6_0ilTank_v01.r3d]Page 14 05/01/2015 www.bccengineering.com Page 29 of 74 % G • Anchor DesignerT"° Company: BCCE Date: 4/7/2015 Engineer: RDM Page: 4/4- Software Project: Anchorage Version 2.3.5555.1 Address: 9925 SW Nimbus Ave Suite 110 Phone: 503-213-2013 Wmmi�1- 1 ryan.mcgraw@bccengineering.com 1.Project information Customer company:TR Miles Project description:Anchorage Design Customer contact name:TR Miles Location:Tigard,OR Customer e-mail: Fastening description: Comment: 2.Input Data 8r Anchor Parameters General Base Material Design method:ACI 318-11 Concrete:Normal-weight Units: Imperial units Concrete thickness,h(inch):8.00 State:Cracked Anchor Information: Compressive strength,f.(psi):3000 Anchor type:Bonded anchor Wo,v: 1.0 Material:F1554 Grade 36 Reinforcement condition:B tension,B shear Diameter(inch):0.750 Supplemental reinforcement:Not applicable Effective Embedment depth,her(inch):4.250 Do not evaluate concrete breakout in tension:No Code report:IAPMO UES ER-263 Do not evaluate concrete breakout in shear:Yes Anchor category:- Hole condition:Dry concrete Anchor ductility:Yes Inspection:Continuous hmin(inch):8.00 Temperature range:2 ca,(inch):7.55 Ignore Edo requirement:Not applicable Cmin(inch):1.75 Build-up grout pad:No Smin(inch):3.00 Base Plate Load and Geometry Length x Width x Thickness(inch):5.00 x 12.00 x 0.50 Load factor source:ACI 318 Section 9.2 Yield stress:36000 psi Load combination:not set Seismic design:Yes Profile type/size:HSS4X4X1/4 Anchors subjected to sustained tension:No Ductility section for tension:D.3.3.4.2 not applicable Ductility section for shear:D.3.3.5.2 not applicable Oo factor:not set Apply entire shear load at front row:No 291016 Anchors only resisting wind and/or seismic loads:Yes <Figurel> / �j(t/�IQi AP?t,l�� ✓'2929 S -14 /• f�j/`� eAf &44*Vt W 62016 Y o R-Ib X, Oi - i Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com 05/01/2015 www.bccengineering.com Page 30 of 74 r Ort • Anchor DesignerTM Company: BCCE I Date: 4/7/2015 Engineer: RDM Page: I 3t4 Software Project: Anchorage Version 2.3.5555.1 Address: 9925 SW Nimbus Ave Suite 110 Phone: 503-213-2013 E-mail: I ryan.mcgraw@bccengineering.com 3.Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, Nua(lb) Vuax(lb) Vuay(Ib) V(Vaax)2+(Vuay)'(lb) 1 1460.0 Me' 0.0 -349$-'420 310.0 2 1460.0 0.0 -34f 91- 310.0 Sum 2920.0 0.0 620.0 620.0 Maximum concrete compression strain(%a):0.00 <Figure 3> Maximum concrete compression stress(psi):0 Resultant tension force(lb):2920 Resultant compression force(lb):0 Eccentricity of resultant tension forces in x-axis,e'Nx(inch):0.00 � rV' Eccentricity of resultant tension forces in y-axis,e'Ny(inch):0.00 Eccentricity of resultant shear forces in x-axis,e'vx(inch):0.00 sO Eccentricity of resultant shear forces in y-axis,e'vy(inch):0.00 P�� -0 Best 2 XT r rN 4.Steel Strength of Anchor in TensionfSec.D.5.11 Nsa(lb) 0 ON,.(lb) 19370 0.75 14528 5.Concrete Breakout Strength of Anchor in Tension fSec.D.5.21 No=kcAa4fchef"'(Eq.D-6) kc Aa Pc(psi) her(in) Nn(lb) 17.0 1.00 3000 4.250 8158 0.750Ncoa=0.750(ANc/Amw)Yec,NYedNTyNY'cp.NNb(Sec.0.4.1 &Eq.D-4) Am.(int) AN.(In2) Y'M.N Y�edN WCN '/%p,N Nb(lb) 0 0.75^b9(lb) 277.31 162.56 1.000 1.000 1.00 1.000 8158 0.65 6784 6.Adhesive Strength of Anchor in Tension(Sec.5.51 a-X rkm= ik.afshw4ermKsaramsera _ rk,cr(psi) fshor farm Ksar aNsels rk,v(psi) ' // /v •� 950 1.00 1.00 0.85 808 Nb.=Aariryrdaher(Eq.D-22) q Aa Ta(psi) da(in) he(in) Nb.(lb) C-0-7 / �1 Am c a yS 1.00 808 0.75 4.250 8086 I 0.75ONa9=0.75 (ANa/ANao)Y'Bc.NaY'ed,Na'PoP,Nalloa(Sec.D.4.1 &Eq.D-19) ANa(m2) ANao(W) Wec,Na Wed,Na KAM Nba(lb) 0 0.750Nae(lb) 533.29 362.05 1.000 1.000 1.000 8086 0.65 5807 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong 1 ie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com 05/01/2015 www.bccengineering.com Page 31 of 74 • Anchor Designer T1 Company: BCCE Date: 141712015 Engineer: RDM Page: 1,4w- Software Project: Anchorage Version 2.3.5555.1 Address: 9925 SW Nimbus Ave Suite 110 Phone: 503-213-2013 1 E-mail: 1 ryan.mcgraw@bccengineering.com 8.Steel Strength of Anchor in Shear(Sec.D.6.1 V..(lb) OOM-t 0 aysws OwvutayseisOVsa(lb) 11625 1.0 0.65 0.85 6423 10.Concrete Pryout Strength of Anchor on Shear(Sec.Q.6.3) A OVw=OminlkpN.g;kpNogl=0 min Jkcp(ANa1ANao)We,No V1.dNaW.ANaNba;kcp(ANclAAko)VIWNVledNVONWGPNNbI(Eq.D-41) kcp Aiv.(in 2) ANao(in') WedNa WW'Na WCP.Na Na.(lb) N.(lb) 2.0 533.29 362.05 1.000 1.000 1.000 8086 11911 Aw(in 2) AN.(int) FW,N VledN V'C,I V tVcp.N No(lb) Ncb(lb) 0 277.31 162.56 1,000 1.000 1.000 1.000 8158 13917 0.70 OVcpg(Ib) 16675 11,Results Interaction of Tensile and Shear Forces(Sec.D.7) Tension Factored Load,N..(lb) Design Strength,oNn(lb) Ratio Status Steel 1460 14528 0.10 Pass Concrete breakout 2920 -6-784 A-4-3- 0.58 c)V— Pass Adhesive 2920 *out 0.50 Pass(Governs) Shear Factored Load,V..(lb) Design Strength,OVn(lb) Ratio Status Steel 310 002— 6423 --0.05 C)./,o Pass(Governs) Pryout 620 16675 0.04 Pass Interaction check N../0N. V../OV. Combined Ratio Permissible Status Sec. D.7.1 0.50 0.00 50.3% 1.0 Pass AT-XP wl 314"0 F1554 Gr.36 with hef=4.250 inch meets the selected design criteria. 112.Warnings -Concrete breakout strength in shear has not been evaluated against applied shear load(s)per designer option.Refer to ACI 318 Section D.4.2.1 for conditions where calculations of the concrete breakout strength may not be required. -Per designer input,the tensile component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor tensile force associated with the same load combination.Therefore the ductility requirements of D.3.3.4.3 for tension need not be satisfied-designer to verify. -Per designer input,the shear component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor shear force associated with the same load combination.Therefore the ductility requirements of D.3.3.5.3 for shear need not be satisfied-designer to verify. Designer must exercise own judgement to determine if this design is suitable. Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong Tie Company Inc 6956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com 05/01/2015 www.bccengineering.com Page 32 of 74 ALBODRD ' r CONRARMD CROW F W'.111rf 81116 co. Q C. CM'S1R1CnJR&'WC�W_&r41AS c Bradford Conrad Crow Engineering Co. Project Name:Agylix(X-direction) Date: 5/1/2015 1- 9925 SW NIMBUS AVE..SUITE 110 Client Name:TR Miles Designer: Man '11111'I t0 BEAVERTON,OR 97008 Job NO:12958-1 Checker: Ryan PH 503-213-2013 FAX:503-213-2018 GENERAL SEISMIC PARAMETERS BASED ON ASCE 7 CHAPTER 11,12.15 GENERAL INFORMATION SITE CLASS Class = D 0.2-Second Response Coef. Ss = 94.400 %g Table 11.6.1 Seismic Design Category Based On Short Period Response Coef. 1-Second Response Coef. S1 = 33.900 %g Seismic use Group Importance Factor IE = 1 Value of SDs I II III Response Modification Factor R = 1 (Reference Table 12.2-1 or 15.4-1 for NBS Similar to Bldg) 305,0187 A A A Overstrength Factor Oa = 1 (Reference Table 12.2-1 or 15.4-1 for NBS Similar to Bldg) 0167<_SDy<033 B B C Deflection Amplification Factor CD = 1 (Reference Table 12.2-1 or 15.4-1 for NBS Similar to Bldg) 0335 S,,,050 C C D Approximate Building Period,Ta hn = 10 ft 0505s0, D D D Applies D Building Structure Type Type = • All other structural systems C, = 0,02 s,>07s E E F f x = 0.75 £ Maximum Period Ta = 0.1125 seconds, Tmw= 0.157 Seconds Cu = 1.4 Table 11.6-2 Seismic Design Category Based On 1-Sec.Period Response Coef. QExact Building Period,T T = 0.0826 seconds(automated for single-level,first mode period) Seismic Use Group re%D k = 47.619 k/in Value of SDI I II III 3 D0 W = 3.1714 kips SDI<0067 A A A 3 TL = 16 seconds(fig 22-12,ASCE 7-10) 0 067 5 S0,,0.133 B B C 3 SEISMIC DESIGN CATEGORY 01335S0,<020 C C D Do - 0 F. = 1.122 SDs = 0.706 SDC = D 0 zo s sof D D D Applies D F„ = 1.722 SDI = 0.389 SDC = D s11075 E E F BASE SHEAR DETERMINATION(Equivalent Lateral Force) Table 12.8-1,Coefficient for Upper Limit on Calculating Period,Tma, SDs Design Spectral Response Acceleration Parameter Coefficient Cs = R// = 0.706 Cs = 0.706 at 1 s,SD1 Cu Cs(me.) = SDi = 4.713 V = CsW = 2.24 kips z 0.4 1.4 T�R� 0.3 1.4 0.2 1.5 CS mn = 0.01 = 0.010 0.15 1.6 or <0.1 1.7 .44SDSIE 0.5s, Table 12.8.2,Values of Approximate Period Parameters Cxm '0'6) R// 0.010 Structure Type Cr x Moment-resisting frame systems in which the frames resist 100%of BASIC SEISMIC LOAD COMBINATIONS FOR ALLOWABLE STRESS DESIGN the required seismic force and are not enclosed or adjoined by components that are more rigid and-11 prevent the frames from ASCE 7 Eq.12.4.2.3.5 1.14 D + p Qe + 0.5 L+ 0.2 S deflecting where subjected to seismic forces fD Steel Moment-Resisting Frames 0.028 0.8 Concrete Moment-Resisting Frames 0.016 0.9 W C Eccentncally braced steel frames 1 0.03 0.75 v ASCE 7 Eq.12.4.2.3.7 0.76 D + p Qe All other structural systems 0.02 0.75 A AORL ORADFD A r.ROW FNnrN(FRNf.CO. Q G CN1'SIpJC1uRK'YECWMMC&EM3r�ERS Ln c Bradford Conrad Crow Engineering Co. Project Name:Agylix(Z-direction) Date:5/1/2015 1.2 9925 SW NIMBUS AVE..SUITE 110 Client Name:TR Miles Designer:l Ryan 'W I OBEAVERTON.OR 97008 Job NO: 12958-1 Checker: Man N PH 503-213-2013 FAX:503-213-2018 GENERAL SEISMIC PARAMETERS BASED ON ASCE 7 CHAPTER 11,12,15 GENERAL INFORMATION SITE CLASS Class = D 0.2-Second Response Coef. Ss = 94.400 %g Table 11.6.1 Seismic Design Category Based On Short Period Response Coef. 1-Second Response Coef. S1 = 33.900 %g Seismic Use Group Importance Factor IE = 1 Value of Sus 1 II III Response Modification Factor R = 1 (Reference Table 12.2-1 or 15.4-1 for NBS Similar to Bldg) S.,0167 A A A Overstrength Factor Q. = 1 (Reference Table 12.2-1 or 15.4-1 for NBS Similar to Bldg) 0.167<SD,,033 B B C Deflection Amplification Factor CD = 1 (Reference Table 12.2-1 or 15.4-1 for NBS Similar to Bldg) 033<_SD$'050 C C D Approximate Building Period,Ta hn = 10 ft 050,S" D D D Applies D Building Structure Type Type = All other structural systems Ct = 0.02 s,_0 7s E I E I F F x = 0.75 Maximum Period T, = 0.1125 seconds, T..= 0.157 Seconds Cu = 1.4 Table 11.6-2 Seismic Design Category Based On 1-Sec.Period Response Coef. QExact Building Period,T T = 0.0721 seconds(automated for single-level,first mode period) Seismic Use Group k = 62.5 k/in Value of SD' 1 11 III 3 00 W = 3.1714 kips Sri<0067 A A A TD = 16 seconds(fig 22-12,ASCE 7-10) 0067<3,,1 0133 B B C tm SEISMIC DESIGN CATEGORY 0133-SD,<0.2o C C D c F. = 1.122 SIDS = 0.706 SDC = D 020-Se, D D D Applies D 3 F„ = 1.722 SDI = 0.389 SDC = D s,z075 E E F BASE SHEAR DETERMINATION(Equivalent Lateral Force) Table 12.8-1,Coefficient for Upper Limit on Calculating Period,Tm„ SDS Design Spectral Response Acceleration Parameter Coefficient Cs R/, = 0.706 Cs = 0.706 at 1 s,S01 Cu Cslm j = (R� >_0.4 1.4 = 5.399 V = CsW = 2.24 kips 0.3 1.4 0.2 1.5 Cs m,n = 0.01 = 0.010 0.15 1.6 or <0.1 1.7 .4490SIE 0.551 Table 12.8-2,Values of Approximate Period Parameters R�f Csjmn,osj = = 0.010 Structure Type Cr x Moment-resisting frame systems in which the frames resist 100%of BASIC SEISMIC LOAD COMBINATIONS FOR ALLOWABLE STRESS DESIGN the required seismic force and are not enclosed or adjoined by components that are more rigid and will prevent the frames from ASCE 7 Eq.12.4.2.3.5 1.14 D + p Qe + 0.5 L+ 0.2 S deflecting where subjected to seismic forces: fu Steel Moment-Resisting Frames 0.028 0.8 W Concrete Moment-Resisting Frames0.016 0.9 A C Eccentrically braced steel frames 0.03 0.75 - ASCE 7 Eq.12.4.2.3.7 0.76 D + p Qe All other structural systems 0.02 0.75 V A a'r Z" X Mz7 y$ 44 30 1 31 8 10 ryry 5 4 34 32 �2S �� 11 a� 26 26 33 M 27 M79 9A 6 0 Nb Mia Mia �,p2 3 �p0 45 p5 � 1 Mqq 51A 52 '� p1 56 Mss �3e 42 49 143 Envelope Only Solution BCCE SK- 1 RDM Gen-6 Feed System Apr 30, 2015 at 3:33 PM 12958 12958_Gen6_vO1.r3d 05/01/2015 www.bccengineering.com Page 35 of 74 .r Seonun Sem M", HSS4x4x114 MC6x 15 3 Z6 x HSS2x2x3116 C6x8 2 C4x5 4 L6x4x6 RIGID °s+ 30 e 31,6 v �tiSS 131 GJ6 Ga 5 10 KI>s * i y s pl:?4 f �Ss 32 ANNA 28 a n 0 tt• K126 � zyr 33 a w 6 x N x 27 x �G6+1�3 Mcs+s �3 �O < 9A (i 6 T Gd*�A MC6+7S3 G61',�� Cq q+Sq S �6*a* Gd*5 a 45 ya Ri O Ga+ C4+S 51A 52 Cs+ A C a*6 56 Cq+s4 Gd��A 4 42 U N49 Envelope Only Solution BCCE SK- 2 RDM Gen-6 Feed System Apr 30, 2015 at 3:34 PM 12958 12958_Gen6_vO1.r3d 05/01/2015 www.bccengineering.com Page 36 of 74 r � X C6+ 6 �5 1 may} G6}S. 30 y 31 S3, 2+2 58 N 5 10 5 *� �55� w6+1 4 34 32 yS S2 SNS 11 28 N�t 26 33 x o co 1O 27 = � 7s3 9A 6 GA}5 p MC6+7 G6}1y� Cq C9 Cq+S �I• A}y + 45 A GA}5' i Cq+S,q 51A 52 56 Cq+s4 Gp}�A C .4 42 49 ,13 Envelope Only Solution BCCE SK- 3 RDM Gen-6 Feed System Apr 30, 2015 at 3:34 PM 12958 12958_Gen6_v01.r3d 05/01/2015 www.bccengineering.com Page 37 of 74 r z x 0 ?�f+j,/ i�J r 30 31 -.0 58 10 5 4 34 32 11 28 26 33 27 -1. -.02ks ks 59A -.02ksf f� 52 56 42 49 Loads:BLC 1,DL Envelope Only Solution BCCE SK-4 RDM Gen-6 Feed System Apr 30, 2015 at 4:24 PM 12958 12958_Gen6_v01.r3d 05/01/2015 www.bccengineering.com Page 38 of 74 ,r z x 30 1 31 58 10 5 4 34 32 11 28 26 33 27 -.iks tks 59A 1 -.iksf F fi 52 56 42 49 Loads:BLC 2,LL Envelope Only Solution BCCE SK- 5 RDM Gen-6 Feed System Apr 30, 2015 at 4:24 PM 12958 12958_Gen6_v01.r3d 05/01/2015 www.bccengineering.com Page 39 of 74 r z x 30 1 31 / 58 10 5 4 34 32 11 28 26 33 27 .014ksf 59A 6 .014ksf 52 r / f 42 49 Loads:BLC 3,ELX Envelope Only Solution - BCCE SK- 6 RDM Gen-6 Feed System Apr 30, 2015 at 4:25 PM 12958 12958_Gen6_vO1.r3d 05/01/2015 www.bccengineering.com Page 40 of 74 r z' x r 30 1 31 ksf 58 10 5 4 34 32 11 28 26 I 33 27 014ksf 7 I .014ksf 4 52 l 56 42 49 Loads:BLC 4,ELZ Envelope Only Solution BCCE SK- 7 RDM Gen-6 Feed System Apr 30, 2015 at 4:25 PM 12958 12958_Gen6_vO1.r3d 05/01/2015 www.bccengineering.com Page 41 of 74 . r z x 04 0.6 -1 0.7 3. -5 0.6 0.7 3.6 1 3 1.4 4.7 -g -.7 69 Envelope Only Solution Z-direction Reaction Units are k and k-ft(Enveloped) BCCE SK- 8 RDM Gen-6 Feed System Apr 30, 2015 at 4:29 PM 12958 12958_Gen6_v01.r3d 05/01/2015 www.bccengineering.com Page 42 of 74 e Cade Check (Env) No Calc 10 Z X 90.1.0 75-90 50..75 0-50 00 OA Oti O7 0�0 00 O7 O O � p� 0 O 18 00 p0 7 1 12 73 7 9 76 15 Member Code Checks Displayed(Enveloped) Envelope Only Solution BCCE SK- 9 RDM Gen-6 Feed System Apr 30, 2015 at 4:30 PM 12958 12958_Gen6_v01.r3d 05/01/2015 www.bccengineering.com Page 43 of 74 ALCompany ECCE Apr 30,2015 Designer RDM Job Number 12958 Checked By:- r, Model Name Gen-6 Feed System Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Area Load Mesh (in^2 144 Merge Tolerance in .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes Automatically Iterate Stiffness for Walls? Yes Max Iterations for Wall Stiffness 3 Gravity Acceleration ft/sec^2 32.2 Wall Mesh Size in 12 Ei ensolution Convergence Tol. 1.E- 4 Vertical Axis Y Global Member Orientation Plane Xz Static Solver Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 13th 360-05 : LRFD Adjust Stiffness? Yes Iterative RISAConnection Code AISC 13th 360-05 : LRFD Cold Formed Steel Code AISI S100-07:ASD Wood Code AF&PA NDS-05/08:ASD Wood Temperature < 10OF Concrete Code ACI 318-08 Masonry Code ACI 530-08:ASD Aluminum Code AA ADM1-05:ASD-Building Number of Shear Regions 4 Region Spacing Increment in 4 Biaxial Column Method Exact Integration Parme Beta Factor PCA .65 Concrete Stress Block Rectan ular Use Cracked Sections? Yes Use Cracked Sections Slab? Yes Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR SET ASTMA615 Min % Steel for Column 1 Max% Steel for Column 18 RISA-3D Version 13.0.0 [TA...\...\...\Calcs_Struc\Gen-6 Feed System 2015\RISA\12958_Gen6_v01.r3d]Page 1 05/01/2015 www.bccengineering.com Page 44 of 74 ALCompany ECCE Apr 30,2015 Designer RDM Job Number 12958 Checked By:- Model Name Gen-6 Feed System Global, Continued Seismic Code ASCE 7-05 Seismic Base Elevation ft 0 Add Base Weight? Yes Ct X .02 Ct Z .02 T X sec Not Entered T Z sec Not Entered RX 1 R 1 Ct Exp. X .75 Ct Exp. Z .75 SD1 .6 SDS 1 S1 .6 TL sec 16 Occupancy Cat I or II Om Z 1 Orn X 1 Rho Z 1 Rho X 1 Hot Rolled Steel Properties Label E Wsil G Iksil Nu Therm \1E..Densit k/ft... Yieldlksil Rv Fufksil Rt 1 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 2 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 3 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.42 29000 11154 .3 .65 .49 42 1.4 58 1.3 5 A500 Gr.46 29000 11154 .3 .65 .49 46 1.4 58 1.3 General Material Properties Label E rksil G fksil Nu Therm \1 E5 F Density k/ft^3 1 gen Conc3NW 3155 1372 .15 .6 .145 2 gen Conc4NW 3644 1584 .15 .6 .145 3 aen Conc3LW 2085 906 .15 .6 .11 4 gen Conc4LW 2408 1047 .15 .6 .11 5 gen Alum 10600 4077 .3 1.29 .173 6 gen Steel 29000 11154 .3 .65 .49 7 RIGID 1e+6 .3 0 0 Hot Rolled Steel Section Sets Label Shape Tvoe Desian List Material Desian Rul... A rin2l lvv lin4lIzz lin41 J fin4l 1 W6x15 W6x15 Beam Wide Flan-e A992 Ty ical 4.43 9.32 29.1 .101 2 HSS4x4xl/4 HSS6x6x4 Column S uareTube A500 Gr.46 Typical 5.24 28.6 28.6 45.6 3 MC6x15.3 MC6x15.3 Beam Channel A36 Gr.36 TyDical 4.49 4.91 25.3 .223 4 HSS2x2x3/.. HSS2x2x3 VBrace S uareTube A500 Gr.46 Typical 1.19 .641 .641 1.09 5 C6x8.2 C6x8.2 Beam Channel A36 Gr.36 TVDical 2.39 .687 13.1 .074 6 C4x5.4 C4x5.4 Beam Channel A36 Gr.36 Typical 1.58 .312 3.85 .04 7 L6x4x6 L6x4x6 Beam Single Angle A36 Gr.36 I TVDical 3.61 4.86 1 13.4 .177 RISA-3D Version 13.0.0 [TA...\...\...\Calcs_Struc\Gen-6 Feed System 2015\RISA\12958_Gen6_v01.r3d]Page 2 05/01/2015 www.bccengineering.com Page 45 of 74 O ALCompany BCCE Apr 30,2015 Designer RDM Job Number 12958 Checked By:- Model Name Gen-6 Feed System General Section Sets Label Sha e TvDe Material A lin2l Ivv Hn4lIzz rin4l J fin4l 1 GEN1A RE4X4 I Beam gen_Conc3NW 16 21.333 1 21.333 1 31.573 2 RIGID I None RIGID 1e+6 1e+6 1e+6 1e+6 Design Size and Code Check Parameters Label Max De th in Min Deoth[inl Max Width inMin Width in Max Bendina Chk Max Shear Chk 1 Typical 1 1 Joint Coordinates and Temperatures Label X(fti Y rftI z ffill Temp fF1Detach From Dia ... 1 N1 0 0 0 0 2 N2 4.8333 0 0 0 3 N3 4.8333 0 4.5 0 4 N4 0 0 4.5 0 5 N5 0 2.6 0 0 6 N6 4.8333 2.6 0 0 7 N7 4.8333 2.6 4.5 0 8 N8 0 2.6 4.5 0 9 N9 0 9.6 0 0 10 N10 4.8333 9.6 0 0 11 N11 4.8333 9.6 4.5 0 12 N12 0 9.6 4.5 0 13 N13 .25 2.6 4.5 0 14 N14 0 2.6 4.25 0 15 N15 .25 2.6 0 0 16 N16 0 2.6 .25 0 17 N17 4.5833 2.6 4.5 0 18 N18 4.8333 2.6 4.25 0 19 N19 4.5833 2.6 0 0 20 N20 4.8333 2.6 .25 0 21 N21 0 9.6 2.25 0 22 N22 2.41665 9.6 4.5 0 23 N23 2.41665 9.6 0 0 24 N24 4.8333 9.6 2.25 0 25 N25 0 6.6833 0 0 26 N26 4.8333 6.6833 0 0 27 N27 4.8333 6.6833 4.5 0 28 N28 0 6.6833 4.5 0 29 N29 0 9.6 -3.0833 0 30 N30 4.8333 9.6 -3.0833 0 31 N31 0 8.1 0 0 32 N32 4.8333 8.1 0 0 33 N33 4.8333 8.1 4.5 0 34 N34 0 8.1 4.5 0 35 N35 1.5 9.6 0 0 36 N36 1.5 9.6 4.5 0 37 N37 3.3333 9.6 0 0 38 N38 3.3333 9.6 4.5 0 39 N39 2.41665 9.6 -3.0833 0 40 N40 4.8333 2.25 4.5 0 41 N41 0 2.25 4.5 0 42 N42 4.8333 2.25 8.167 0 43 N43 0 2.25 8.167 0 44 N44 4.8333 .5 4.5 0 RISA-3D Version 13.0.0 [TA...\...\...\Calcs_Struc\Gen-6 Feed System 2015\RISA\12958_Gen6_y01.r3d]Page 3 05/01/2015 www.bccengineering.com Page 46 of 74 ALCompany ECCE Apr 30,2015 Designer RDM Job Number 12958 Checked By:- G Model Name Gen-6 Feed System Joint Coordinates and Temperatures (Continued) Label X rftl Y rftl Z rftl Temp[F1 Detach From Diao... 45 N45 0 .5 4.5 0 46 N46 4.8333 2.25 6.25 0 47 N47 0 2.25 6.25 0 48 N49 8.5003 2.25 4.5 0 49 N51 6.5833 2.25 4.5 0 50 N50 4.8333 2.25 0 0 51 N51A 4.8333 .5 0 0 52 N52 8.5003 2.25 -0. 0 53 N53 6.5833 2.25 0 0 54 N54 2.41665 2.25 4.5 0 55 N55 2.41665 2.25 8.167 0 56 N56 8.5003 2.25 2.25 0 57 N59 4.8333 2.25 2.25 0 58 N58 2.41665 9.6 2.25 0 59 N59A 2.41665 2.6 2.25 0 60 N60 6.6668 2.25 6.3335 0 61 N61 4.8333 2.25 6.3335 0 62 N62 6.6668 2.25 4.5 0 Joint Boundary Conditions Joint Label X Ik/in] Y Win Z Ik/inl X Rot.k-ft/rad Y Rot.k-ft/r d Z Rot.fk-ft/radl Footin 1 N4 Reaction Reaction Reaction 2 N1 Reaction Reaction Reaction 3 N2 Reaction Reaction Reaction 4 N3 Reaction Reaction Reaction 5 N44 6 N45 7 N51A Rigid Diaphragms Joint Label Plane Type Inactive No Data to Print ... Member Primary Data Label I Joint J Joint K Joint Rotate de Section/Sha e TVDe Desian List Material Desian Rules 1 M1 N4 N12 HSS4x4x1/4 Column S uareTube A500 Gr.46 Typical 2 M2 N1 N9 HSS4x4x1/4 Column S uareTube A500 Gr.46 Typical 3 M3 N3 N11 HSS4x4x1/4 Column S uareTube A500 Gr.46 Typical 4 M4 N2 N10 HSS4x4x1/4 Column S uareTube A500 Gr.46 Typical 5 M5 N8 N13 RIGID None None RIGID Typical 6 M6 N8 N14 RIGID None None RIGID Typical 7 M7 N16 N5 RIGID None None RIGID Typical 8 M8 N5 N15 RIGID None None RIGID -Typical 9 M9 N19 N6 RIGID None None RIGID Typical 10 M10 N6 N20 RIGID None None RIGID Typical 11 M11 N18 N7 RIGID None None RIGID Typical 12 M12 N7 N17 RIGID None None RIGID Typical 13 M13 N12 N11 W6x15 Beam Wide Flan-e A992 Typical 14 M14 N11 N30 W6x15 Bearn Flange A992 Typical 15 M15 N10 N9 W6x15 Beam Wide Flan a A992 Typical 16 M16 N29 N12 W6x15 B m Wi Flan a A992 Typical 17 M17 N13 N17 MC6x15.3 Beam Channel A36 Gr.36 Typical RISA-313 Version 13.0.0 [TA...\...\...\Calcs_Struc\Gen-6 Feed System 2015\RISA\12958_Gen6_v01.r3d]Page 4 05/01/2015 www.bccengineering.com Page 47 of 74 y t' ALCompany BCCE Apr 30,2015 Designer RDM Job Number 12958 Checked By:- Z_� Model Name Gen-6 Feed System Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate de Section/Sha e TvDe Desian List Material Desian Rules 18 M18 N18 N20 MC6x15.3 Beam Channel A36 Gr.36 Typical 19 M19 N19 N15 MC6x15.3 Beam Channel A36 Gr.36 Tyvical 20 M20 N16 N14 MC6x15.3 Beam Channel A36 Gr.36 T ical 21 M21 N30 N29 C6x8.2 Beam Channel A36 Gr.36 Typical 22 M22 N28 N21 HSS2x2x3/16 VBrace S uareTube A500 Gr.46 Typical 23 M23 N25 N21 HSS2x2x3/16 VBrace ScluareTube A500 Gr.46 Typical 24 M24 N27 N24 HSS2x2x3/16 VBrace S uareTube A500 Gr.46 Typical 25 M25 N26 N24 HSS2x2x3/16 VBrace S uareTube A500 Gr.46 Tyvical 26 M26 N34 N36 HSS2x2x3/16 VBrace S uareTube A500 Gr.46 Typical 27 M27 N33 N38 HSS2x2x3/16 VBrace S uareTube A500 Gr.46 Typical 28 M28 N31 N35 HSS2x2x3/16 VBrace S uareTube A500 Gr.46 Typical 29 M29 N32 N37 HSS2x2x3/16 VBrace S uareTube A500 Gr.46 TVDical 30 M30 N23 N39 C6x8.2 Beam Channel A36 Gr.36 TVDical 31 M31 N41 N43 C4x5.4 Beam Channel A36 Gr.36 Typical 32 M32 N40 N42 C4x5.4 Beam Channel A36 Gr.36 Typical 33 M33 N40 N41 C4x5.4 Beam Channel A36 Gr.36 Typical 34 M34 N42 N43 L6x4x6 Beam Single Angle A36 Gr.36 Typical 35 M35 N44 N46 C4x5.4 Beam Channel A36 Gr.36 T ical 36 M36 N45 N47 C4x5.4 Beam Channel A36 Gr.36 Typical 37 M37 N40 N49 C4x5.4 Beam Channel A36 Gr.36 Typical 38 M38 N44 N51 C4x5.4 Beam Channel A36 Gr.36 T ical 39 M39 N50 N52 C4x5.4 Beam Channel A36 Gr.36 Typical 40 M40 N51A N53 C4x5.4 Beam Channel A36 Gr.36 T ical 41 M41 N49 N52 L6x4x6 Beam Single An le A36 Gr.36 T ical 42 M42 N40 N50 L6x4x6 Beam Single Angle A36 Gr.36 Typical 43 M43 N55 N54 C45.4 Beam Channel A36 Gr.36 Typical 44 M44 N56 N59 C4x5.4 Beam Channel A36 Gr.36 Typical 45 M45 N49 N42 C4x5.4 Beam Channel A36 Gr.36 Typical 46 M46 N12 N10 RIGID None None RIGID Typical 47 M47 N11 N9 RIGID None None RIGID Typical 48 M48 N8 N6 RIGID None None RIGID T ical 49 M49 N7 N5 RIGID None None RIGID Typical Member Advanced Data Label I Release J Release I Offsetfinl J Offset in T/C Onlv Ph sical TOM Inactive Seismic Desion ... 1 M1 Yes None 2 M2 Yes None 3 M3 Yes None 4 M4 Yes None 5 M5 Yes None 6 M6 Yes None 7 M7 Yes None 8 M8 Yes None 9 M9 Yes None 10 M10 Yes Non 11 M11 Yes None 12 M12 Yes None 13 M13 Yes None 14 M14 Yes None 15 M15 Yes None 16 M16 Yes None 17 M17 Yes None 18 M18 Yes None 19 M19 Yes None 20 M20 Yes None RISA-3D Version 13.0.0 [TA...\...\...\Calcs_Struc\Gen-6 Feed System 2015\RISA\12958_Gen6_v01.r3d]Page 5 05/01/2015 www.bccengineering.com Page 48 of 74 ALCompany BCCE Apr 30,2015 Designer RDM Job Number 12958 Checked By:- r, Model Name Gen-6 Feed System Member Advanced Data (Continued) Label I Release J Release I Offsetfinl J Offset in T/C OnIv Ph sisal TOM Inactive Seismic Desion ... 21 1 M21 I Yes None 22 M22 Yes None 23 M23 Yes None 24 M24 Yes None 25 M25 Yes None 26 M26 Yes None 27 M27 Yes None 28 M28 Yes None 29 M29 Yes None 30 M30 Yes None 31 M31 Yes None 32 M32 Yes None 33 M33 Yes None 34 M34 Yes None 35 M35 Yes None 36 M36 Yes None 37 M37 Yes None 38 M38 Yes None 39 M39 Yes None 40 M40 Yes None 41 M41 Yes None 42 M42 Yes None 43 M43 Yes None 44 M44 Yes None 45 M45 Yes None 46 M46 Yes None 47 M47 Yes None 48 M48 Yes None 49 M49 Yes None Hot Rolled Steel Design Parameters Label Sha a Lenoth[ftl Lb ft Lbzz ft LcomD tooFftl Lcomo bot ft L-tor ... Kvv Kzz Cb Function 1 M1 HSS4x4x1/4 9.6 Lateral 2 M2 HSS4x4x1/4 9.6 Lateral 3 M3 HSS4x4x1/4 9,6 Lateral 4 M4 HSS4x4x1/4 9,6 Lateral 5 M13 W6x15 4.833 Lbyy Lateral 6 M14 W6x15 7.583 Lb Lateral 7 M15 W6x15 4.833 Lbyy Lateral 8 M16 W6x15 7.583 Lb Lateral 9 M17 MC6x15.3 4.333 Lbyy Lateral 10 M18 MC6x15.3 4 Lbyy Lateral 11 M19 MC6x15.3 4.333 Lbyy Lateral 12 M20 MC6x15.3 4 Lbyy Lateral 13 M21 C6x8.2 4.833 Lbyy Lateral 14 M22 HSS2x2x3/10 3.684 Lateral 15 M23 HSS2x2x3/1 3.684 Lateral 16 M24 HSS2x2x3/10 3.684 Lateral 17 M25 HSS2x2x3/10 3.684 Lateral 18 M26 HSS2x2x3/1 E 2.121 Lateral 19 M27 HSS2x2x3/IE 2.121 Lateral 20 M28 HSS2x2x3/1 E 2.121 Lateral 21 M29 HSS2x2x3/1 E 2.121 Lateral 22 M30 C6x8.2 3.083 L Lateral 23 M31 C4x5.4 3.667 Lb Lateral RISA-3D Version 13.0.0 [TA...\...\...\Calcs_Struc\Gen-6 Feed System 2015\RISA\12958_Gen6 v01.r3d]Page 6 05/01/2015 www.bccengineering.com Page 49 of 74 Company BCCE Apr 30,2015 LDesigner : RDM Job Number 12958 Checked By:- G Model Name Gen-6 Feed System Hot Rolled Steel Design Parameters (Continued) Label Shape Len th ft Lb ft Lbzz[ftl Lcom tor)rftl Lcomo bot ftL-tor ... Kvv Kzz Cb Function 24 1 M32 C4x5.4 3.667 Lbyy Lateral 25 M33 C4x5.4 4.833 Lbvv Lateral 26 M34 L6x4x6 4.833 Lbyy Lateral 27 M35 C4x5.4 2.475 Lbvv Lateral 28 M36 C4x5.4 2.475 Lb Lateral 29 M37 C4x5.4 3.667 Lbvv Lateral 30 M38 C4x5.4 2.475 Lb Lateral 31 M39 C4x5.4 3.667 Lb Lateral 32 M40 C4x5.4 2.475 Lbyy Lateral 33 M41 L6x4x6 4.5 Lb Lateral 34 M42 L6x4x6 4.5 Lb Lateral 35 M43 C4x5.4 3.667 Lbvv Lateral 36 M44 C4x5.4 3.667 Lb Lateral 37 M45 C4x5.4 5.186 Lb Lateral Joint Loads and Enforced Displacements (BLC 1 : DL) Joint Label LDM Direction Ma nitude k k-ft in rad k*SA 2/ftk*s^2*ft 1 N59A L Y -1.8 2 N58 L Y -.4 Joint Loads and Enforced Displacements (BLC 5 : unity x) Joint Label LDM Direction Ma nitude k k-ft in rad k*SA 2/ftk*SA 2*ft 1 N58 L X 1 Joint Loads and Enforced Displacements (BLC 6 : unity z) Joint Label LDM Direction Ma nitude k k-ft in rad k*SA 2/ftk*SA 2*ft 1 N58 L z 1 Member Distributed Loads (BLC 7: BLC 1 Transient Area Loads) Member Label Direction Start Ma nitude k/ft F End Ma nitude k/ft F Start Location ft% End Location ft 1 M14 Y -.024 -.024 4.5 7.583 2 M30 Y -.024 -.024 0 3.083 3 M16 Y -.024 -.024 0 3.083 4 M30 Y -.024 -.024 0 3.083 5 M31 Y -.024 -.024 0 3.667 6 M43 Y -.024 -.024 0 3.667 7 M32 Y -.024 -.024 0 3.667 8 M43 Y -.024 -.024 0 3.667 9 M39 Y -.022 -.022 0 3.667 10 M44 Y -.022 -.022 0 3.667 11 M37 Y -.022 -.022 0 3.667 12 M44 Y -.022 -.022 0 3.667 13 M32 Y -.000207 -.005 1.1 1.613 14 M32 Y -.005 -.012 1.613 2.127 15 M32 Y -.012 -.01 2.127 2.64 16 M32 Y -.01 -.005 2.64 3.154 17 M32 Y -.005 -.000795 3.154 3.667 18 M45 Y -.000434 -.007 2.074 2.697 19 M45 Y -.007 -.009 2.697 3.319 20 M45 Y -.009 -.007 3.319 3.941 21 M45 Y -.007 -.004 3.941 4.564 22 M45 Y -.004 -.000843 4.564 5.186 23 M32 Y -.000478 -.011 0 .513 RISA-3D Version 13.0.0 [TA...\...\...\Calcs_Struc\Gen-6 Feed System 2015\RISA\12958_Gen6_v01.r3d]Page 7 05/01/2015 www.bccengineering.com Page 50 of 74 Company BCCE Apr 30,2015 Designer RDM Job Number 12958 Checked By:- AL �, Model Name Gen-6 Feed System Member Distributed Loads(BLC 7: BLC 1 Transient Area Loads) (Continued) Member Label Direction Start Ma nitude k/ft F End Maanituderk/ft.Fl Start Location ft% End Location ft 24 M32 Y -.011 -.02 .513 1.027 25 M32 Y -.02 -.017 1.027 1.54 26 M32 Y -.017 -.006 1.54 2.054 27 M32 Y -.006 -.000478 2.054 2.567 28 M45 Y 0 -.003 1.452 1.867 29 M45 Y -.003 -.007 1.867 2.282 30 M45 Y -.007 -.004 2.282 2.697 31 M45 Y -.004 0 2.697 3.112 32 M37 Y -.000207 -.005 1.1 1.613 33 M37 Y -.005 -.012 1.613 2.127 34 M37 Y -.012 -.01 2.127 2.64 35 M37 Y -.01 -.005 2.64 3.154 36 M37 Y -.005 -.000795 3.154 3.667 37 M45 Y -.000843 -.004 0 .622 38 M45 Y -.004 -.007 .622 1.245 39 M45 Y -.007 -.009 1.245 1.867 40 M45 Y -.009 -.007 1.867 2.489 41 M45 Y -.007 -.000434 2.489 3.112 42 M37 Y -.000478 -.011 0 .513 43 M37 Y -.011 -.02 .513 1.027 44 M37 Y -.02 -.017 1.027 1.54 45 M37 Y -.017 -.006 1.54 2.054 46 M37 Y -.006 -.000478 2.054 2.567 47 M45 Y 0 -.004 2.074 2.489 48 M45 Y -.004 -.007 2.489 2.904 49 M45 Y -.007 -.003 2.904 3.319 50 M45 Y -.003 0 3.319 3.734 51 M45 Y 0 0 3.734 4.149 Member Distributed Loads (BLC 8 : BLC 2 Transient Area Loads) Member Label Direction Start Ma nitude k/ft F End Ma nitude k/ft F Start Location[ft.%l End Location ft 1 M14 Y -.121 -.121 4.5 7.583 2 M30 Y -.121 -.121 0 3.083 3 M16 Y -.121 -.121 0 3.083 4 M30 Y -.121 -.121 0 3.083 5 M31 Y -.121 -.121 0 3.667 6 M43 Y -.121 -.121 0 3.667 7 M32 Y -.121 -.121 0 3.667 8 M43 Y -.121 -.121 0 3.667 9 M39 Y -.113 -.113 0 3.667 10 M44 Y -.113 -.113 0 3.667 11 M37 Y -.113 -.113 0 3.667 12 M44 Y -.113 -.113 0 3.667 13 M32 Y -.001 -.025 1.1 1.613 14 M32 Y -.025 -.059 1.613 2.127 15 M32 Y -.059 -.051 2.127 2.64 16 M32 Y -.051 -.025 2.64 3.154 17 M32 Y -.025 -.004 3.154 3.667 18 M45 Y -.002 -.035 2.074 2.697 19 M45 Y -.035 -.047 2.697 3.319 20 M45 Y -.047 -.033 3.319 3.941 21 M45 Y -.033 -.018 3.941 4.564 22 M45 Y -.018 -.004 4.564 5.186 _ 23 M32 Y -.002 -.053 0 .513 24 M32 Y -.0 1.027 25 M32 Y -.099 -.087 1.027 1.54 RISA-3D Version 13.0.0 [TA...\...\...\Calcs_Struc\Gen-6 Feed System 2015\RISA\12958 Gen6 v01.r3d]Page 8 05/01/2015 www.bccengineering.com Page 51 of 74 fl ALCompany BCCE Apr 30,2015 Designer RDM Job Number 12958 Checked By:- G Model Name Gen-6 Feed System Member Distributed Loads (BLC 8 : BLC 2 Transient Area Loads) (Continued) Member Label Direction Start Ma nitude k/ft F End Ma nitude k/ft F Start Location ft% End Location ft 26 M32 Y -.087 -.029 1.54 2.054 27 M32 Y -.029 -.002 2.054 2.567 28 M45 Y 0 0 1.037 1.452 29 M45 Y 0 -.014 1.452 1.867 30 M45 Y -.014 -.035 1.867 2.282 31 M45 Y -.035 -.022 2.282 2.697 32 M45 Y -.022 0 2.697 3.112 33 M37 Y -.001 -.025 1.1 1.613 34 M37 Y -.025 -.059 1.613 2.127 35 M37 Y -.059 -.051 2.127 2.64 36 M37 Y -.051 -.025 2.64 3.154 37 M37 Y -.025 -.004 3.154 3.667 38 M45 Y -.004 -.018 0 .622 39 M45 Y -.018 -.033 .622 1.245 40 M45 Y -.033 -.047 1.245 1.867 41 M45 Y -.047 -.035 1.867 2.489 42 M45 Y -.035 -.002 2.489 3.112 43 M37 Y -.002 -.053 0 .513 44 M37 Y -.053 -.099 .513 1.027 45 M37 Y -.099 -.087 1.027 1.54 46 M37 Y -.087 -.029 1.54 2.054 47 M37 Y -.029 -.002 2.054 2.567 48 M45 Y 0 -.022 2.074 2.489 49 M45 Y -.022 -.035 2.489 2.904 50 M45 Y -.035 -.014 2.904 3.319 51 M45 Y -.014 0 3.319 3.734 Member Distributed Loads (BLC 9 : BLC 3 Transient Area Loads) Member Label Direction Start Ma nitude k/ft F End Ma nitude k/ftF Start Location ft% End Location ft 1 M14 X .017 .017 4.5 7.583 2 M30 X .017 .017 0 3.083 3 M16 X .017 .017 0 3.083 4 M30 X .017 .017 0 3.083 5 M31 X .017 .017 0 3.667 6 M43 X .017 .017 0 3.667 7 M32 X .017 .017 0 3.667 8 M43 X .017 .017 0 3.667 9 M39 X .016 .016 0 3.667 10 M44 X .016 .016 0 3.667 11 M37 X .016 .016 0 3.667 12 M44 X .016 .016 0 3.667 13 M32 X .000145 .004 1.1 1.613 14 M32 X .004 .008 1.613 2.127 15 M32 X .008 .007 2.127 2.64 16 M32 X .007 .003 2.64 3.154 17 M32 X .003 .000557 3.154 3.667 18 M45 X .000304 .005 2.074 2.697 19 M45 X .005 .007 2.697 3.319 20 M45 X .007 .005 3.319 3.941 21 M45 X .005 .002 3.941 4.564 22 M45 X .002 .00059 4.564 5.186 23 M32 X .000334 .007 0 .513 24 M32 X .007 .014 .513 1.027 25 M32 X .014 .012 1.027 1.54 26 M32 X 12 04 1.54 2.054 27 M32 X .004 .000334 2.054 2.567 RISA-3D Version 13.0.0 [TA...\...\...\Calcs_Struc\Gen-6 Feed System 2015\RISA\12958_Gen6_v01.r3d]Page 9 05/01/2015 www.bccengineering.com Page 52 of 74 AL•I Company BCCE Apr 30,2015 Designer RDM Job Number 12958 Checked By:- G Model Name Gen-6 Feed System Member Distributed Loads(BLC 9 : BLC 3 Transient Area Loads) (Continued) Member Label Direction Start Ma nitude k/ft F End Maanituderk/ft.Fl Start Locationrft.%l End Location ft 28 M45 X 0 .002 1.452 1.867 29 M45 X .002 .005 1.867 2.282 30 M45 X .005 .003 2.282 2.697 31 M45 X .003 0 2.697 3.112 32 M37 X .000145 .004 1.1 1.613 33 M37 X .004 .008 1.613 2.127 34 M37 X .008 .007 2.127 2.64 35 M37 X .007 .003 2.64 3.154 36 M37 X .003 .000557 3.154 3.667 37 M45 X .00059 .002 0 .622 38 M45 X .002 .005 .622 1.245 39 M45 X .005 .007 1.245 1.867 40 M45 X .007 .005 1.867 2.489 41 M45 X .005 .000304 2.489 3.112 42 M37 X .000334 .007 0 .513 43 M37 X .007 .014 .513 1.027 44 M37 X .014 .012 1.027 1.54 45 M37 X .012 .004 1.54 2.054 46 M37 X .004 .000334 2.054 2.567 47 M45 X 0 .003 2.074 2.489 48 M45 X .003 .005 2.489 2.904 49 M45 X .005 .002 2.904 3.319 50 M45 X .002 0 3.319 3.734 51 M45 X 0 0 3.734 4.149 Member Distributed Loads (BLC 10 : BLC 4 Transient Area Loads) Member Label Direction Start Ma nitude k/ft F End Maanitude[k/ft.Fl Start Locationrft.%l End Location[ft% 1 M14 Z .017 .017 4.5 7.583 2 M30 Z .017 .017 0 3.083 3 M16 Z .017 .017 0 3.083 4 M30 Z .017 .017 0 3.083 5 M31 Z .017 .017 0 3.667 6 M43 Z .017 .017 0 3.667 7 M32 Z .017 .017 0 3.667 8 M43 Z .017 .017 0 3.667 9 M39 Z .016 .016 0 3.667 10 M44 Z .016 .016 0 3.667 11 M37 Z .016 .016 0 3.667 12 M44 Z .016 .016 0 3.667 13 M32 Z .000145 .004 1.1 1.613 14 M32 Z .004 .008 1.613 2.127 15 M32 Z .008 .007 2.127 2.64 16 M32 Z .007 .003 2.64 3.154 17 M32 Z .003 .000557 3.154 3.667 18 M45 Z .000304 .005 2.074 2.697 19 M45 Z .005 .007 2.697 3.319 20 M45 Z .007 .005 3.319 3.941 21 M45 Z .005 .002 3.941 4.564 22 M45 Z .002 .00059 4.564 5.186 23 M32 Z .000334 .007 0 .513 24 M32 Z .007 .014 .513 1.027 25 M32 Z .014 .012 1.027 1.54 26 M32 Z .012 .004 1.54 2.054 _ 27 M32 Z .004 .000334 2.054 2.567 28 M4 .002 1,452 1,867 29 M45 Z .002 .005 1.867 2.282 RISA-3D Version 13.0.0 [TA...\...\...\...\Gen-6 Feed System 2015\RISA\12958_Gen6_v01.r3d] Page 10 05/01/2015 www.bccengineering.com Page 53 of 74 ALCompany BCCE Apr 30,2015 Designer RDM Job Number 12958 Checked By:- A=, Model Name Gen-6 Feed System Member Distributed Loads (BLC 10 : BLC 4 Transient Area Loads) (Continued) Member Label Direction Start Ma nitude k/ft F End Ma nitude k/ft F Start Location ft% End Location ft 30 M45 Z .005 .003 2.282 2.697 31 M45 Z .003 0 2.697 3.112 32 M37 Z .000145 .004 1.1 1.613 33 M37 Z .004 .008 1.613 2.127 34 M37 Z .008 .007 2.127 2.64 35 M37 Z .007 .003 2.64 3.154 36 M37 Z .003 .000557 3.154 3.667 37 M45 Z .00059 .002 0 .622 38 M45 Z .002 .005 .622 1.245 39 M45 Z .005 .007 1.245 1.867 40 M45 Z .007 .005 1.867 2.489 41 M45 Z .005 .000304 2.489 3.112 42 M37 Z .000334 .007 0 .513 43 M37 Z .007 .014 .513 1.027 44 M37 Z .014 .012 1.027 1.54 45 M37 Z .012 .004 1.54 2.054 46 M37 Z .004 .000334 2.054 2.567 47 M45 Z 0 .003 2.074 2.489 48 M45 Z .003 .005 2.489 2.904 49 M45 Z .005 .002 2.904 3.319 50 M45 Z .002 0 3.319 3.734 51 M45 Z 0 0 3.734 4.149 Wall Panel Distributed Loads Wall Label Direction Start Magnitude[Wft.Fl End Maqnitude[k/ft,F1 Start Location[ft%] End Locati n ft°o No Data to Print Dianhraam Distributed Loads Diaphragm Label Direction Ma nitude k/ft No Data to Print ... Member Area Loads (BLC 1 : DL) Joint A Joint B Joint C Joint D Direction Distribution Ma nitude ks 1 N10 N23 N39 N30 Y A-B -.02 2 N23 N9 N29 N39 Y A-B -.02 3 N41 N54 N55 N43 Y I A-B -.02 4 N54 N40 N42 N55 Y A-B -.02 5 N50 N59 N56 N52 Y A-B -.02 6 N59 N40 N49 N56 Y A-B -.02 7 N60 N61 N42 Y A-B -.02 8 N60 N61 N40 Y A-B -.02 9 N60 N62 N49 Y A-B -.02 10 N60 N62 N40 Y A-B -.02 Member Area Loads (BLC 2 : LL) Joint A Joint B Joint C Joint D Direction Distribution Magnitudefksfl 1 N10 N23 N39 N30 Y A-B -.1 2 N23 N9 N29 N39 Y -B 3 N41 N54 N55 N43 Y A-B 4 N54 N40 N42 N55 Y A-B 5 N50 N59 N56 N52 Y A-B 6 N59 N40 N49 N56 Y A-B RISA-3D Version 13.0.0 [TA...\...\...\...\Gen-6 Feed System 2015\RISA\12958_Gen6 v01.r3d] Page 11 05/01/2015 www.bccengineering.com Page 54 of 74 A• , Company BCCE Apr 30,2015 L Designer : RDM b Number 12958 Checked By:- P. Model Name Gen-6 Feed System Member Area Loads (BLC 2 : LL) (Continued) Joint A Joint B Joint C Joint D Direction Distribution Ma nitude ks 7 N60 N61 N42 Y A-B 1 -.1 8 N60 N61 N40 Y A-B -.1 9 N60 N62 N49 Y A-B -.1 10-1 N60 I N62 I N40 Y A-B -.1 Member Area Loads (BLC 3 : ELX) Joint A Joint B Joint C Joint D Direction Distribution Maanitude[ksf] 1 N10 N23 N39 N30 X A-B .014 2 N23 N9 N29 N39 X A-B .014 3 N41 N54 N55 N43 X A-B .014 4 N54 N40 N42 N55 X A-B .014 5 N50 N59 N56 N52 X A-B .014 6 N59 N40 N49 N56 X A-B .014 7 N60 N61 N42 X A-B .014 8 N60 N61 N40 X A-B .014 9 N60 N62 N49 X A-B .014 10 N60 N62 N40 X A-B .014 Member Area Loads (BLC 4 : ELZ) Joint A Joint B Joint C Joint D Direction Distribution Ma ni u e k 1 N10 N23 N39 N30 Z A-B .014 2 N23 N9 N29 N39 Z A-B .014 3 N41 N54 N55 N43 Z A-B .014 4 N54 N40 N42 N55 Z A-B .014 5 N50 N59 N56 N52 Z A-B .014 6 N59 N40 N49 N56 Z A-B .014 7 N60 N61 N42 Z A-B .014 8 N60 N61 N40 Z A-B .014 9 N60 N62 N49 Z A-B .014 10 N60 N62 N40 Z A-B .014 Basic Load Cases BLC Descri tion Cateaory X Gravitv Y Gravitv Z Gravitv Joint Point Distributed Area Me... Surface P... 1 DL DL -1 2 10 2 LL LL 10 3 ELX ELX .7 10 4 ELZ ELZ .7 1 5 unity x None 1 6 unity z None 1 7 BLC 1 Transient Area.. None 51 8 BLC 2 Transient Area.. None 51 9 BLC 3 Transient Area.. None 51 10 BLC 4 Transient Area., None 51 Load Combinations Description ... P... ... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... 1 Unita Load-X 31 1 2 Unita Load-Z 41 1 3 ""LRFD COMBINATION... 4 1 AD Yesty DL 1.4 5 1.2D+1.6L YesDL 1.2 LL 1.6 1.34DL+1.3ELX+0.39E... esDL 1.2 DL •141 E... 1. LL L .2 7 1.34DL+1.3ELX+-0.39E... esDL 1.2 DL •141 E... 1.3 -.39 LL .5 SL .2 RISA-3D Version 13.0.0 [TA...\...\...\...\Gen-6 Feed System 2015\RISA\12958_Gen6_v01.r3d] Page 12 05/01/2015 www.bccengineering.com Page 55 of 74 ALCompany BCCE Apr 30,2015 Designer RDM Job Number 12958 Checked By:- �. Model Name Gen-6 Feed System Load Combinations (Continued) Description S...P...S... B... Fa...B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... $ 11.34DL+0.39ELX+1.3E...Yes Y I IDL 1.2 DL .141 E... .39 EL 1.3 LL .5 ISLI .2 g 1.34DL+-0.39ELX+1.3E... es Y DL 1.2 DL .141 E...-.39 EL 1.3 ILL .5 SL .2 10 1.34DL+-1.3ELX+0.39E... es Y DL 1.2 DL .141 E...-1.3EL .39 I LL .5 SL .2 11 1.34DL+-1.3ELX+-0.39...Yes Y DL 1.2 DL .141 E...-1.3 EL -.39 LL .5 SL .2 . 12 1.34DL+0.39ELX+-1.3E.. es Y DL 1.2 DL .141 E... .39 EL -1.3 LL .5 SL .2 13 1.34DL+-0.39ELX+-1.3... es Y DL 1.2 DL .141 E...-.39 EL -1.3 LL .5 SL .2 14 0.76DL+1.3ELX+0.39E...Yes Y DL .9 DL .141 E... 1,3 EL .39 15 0.76DL+1.3ELX+-0.39E... es Y DL .9 DL .141 E... 1.3E -.39 16 0.76DL+0.39ELX+1.3E...Yes Y DL .9 DL .141 E... .39 E1.3 17 0.76DL+-0.39ELX+1.3E.. es Y DL .9 DL .141 E...-.39 E 1.3 . 18 0.76DL+-1.3ELX+0.39E.. es Y DL .9 DL .141 E...-1.3 E .39 19 0.76DL+-1.3ELX+-0.39... es Y DL .9 DL .141 E...-1.3 EL -.39 20 0.76DL+0.39ELX+-1.3E.. es Y DL .9 DL-.141,E... .39 E -1.3 21 0.76DL+-0.39ELX+-1.3... es Y DL .9 DL-.1411E...-.39 EL -1.3 22 Yes Y I IDLI .9 DL .141 E...-.39 EL -1.3 23 **ASD COMBINATIONS*" 24 1 D DL 1 25 D+L DL 1 LL 1 26 1.1 DL+0.91 ELX+0.27E... DL 1 DL •099 E..: .91 ELZ.273 27 1.1 DL+0.91 ELX+-0.27E... DL 1 DL .099 E... .91 EL .273 28 1.1 DL+0.27ELX+0.91 E... DL 1 DL •099 E... .273 E .91 29 1.1 DL+-0.27ELX+0.91 E... DL 1 DL .099,E... .273E .91 30 1.1 DL+-0.91 ELX+0.27E... DLI 1 DL •099 E...-.91 EL2.273 31 1.1 DL+-0.91 ELX+-0.27... DL 1 DL •099 E...-.91 EL2,27 32 1.1 DL+0.27ELX+-0.91 E... DL 1 DL .099 E... .273 E -.91 33 1.1 DL+-0.27ELX+-0.91... DL 1 DL .099 E... .273EL -.91 34 1.07DL+0.68EL X+0.2E... DL 1 DL •074 E... .683 EL .205 LL .75 SL .75 35 1.07DL+0.68ELX+-0.2E... DL 1 DL •074 E... .683 EL .20 LL .75 SL .75 36 1.07DL+0.2ELX+0.68E... DL 1 DL .074 E... .205 EL .683 LL .75 SL .75 37 1.07DL+-0.2ELX+0.68E.... IDLI 1 DL •074 E... .205EL .683 LL .75 SL .75 38 1.07DL+-0.68ELX+0.2E... IDLI 1 DL .074 E... .683EL .205 LL .75 SL .75 39 1.07DL+-0.68ELX+-0.2... IDLI 1 DL •074 E... .683EL .20 LL .75 SL .75 40 1.07DL+0.2ELX+-0.68E... DL 1 DL •074 E... .205 EL .683 LL .75 SL .75 41 1.07DL+-0.2ELX+-0.68... DL 1 DL .074 E... .205E .68 LL .75 SL .75 42 0.5DL+0.91 ELX+0.27E... DL .6 DL .09 E... .91 EL2.273 43 0.5DL+0.91 ELX+-0.27E.. DL .6 DL .09 E... .g1 EL4,273 44 0.5DL+0.27ELX+0.91 E... DL .6 DL .09 E... .273 E .91 45 0.5DL+-0.27ELX+0.91 E.. DL .6 DL .09 E... .273E .91 46 0.5DL+-0.91 ELX+0.27E.. DL .6 DL .09 E...-.91 E .273 47 0.5DL+-0.91 ELX+-0.27... DL .6 DL .09 E...-,91 EL .273 48 0.5DL+0.27ELX+-0.91 E.. DL .6 DL .09 E... .273 EL -,91 49 0.5DL+-0.27ELX+-0.91... DL .6 DL .09 E... .273EL -.91 Load Combination Design Description ASIF CD ABIF Service Hot Rolled Cold For... Wood Concrete Masonry Footin s Aluminum Connecti... 1 jUnitary Loa... I Yes Yes Yes Yes Yes Yes Yes Yes 2 Unita Loa... Yes Yes Yes Yes Yes Yes Yes Yes 3 **'LRFD CO... Yes Yes Yes Yes Yes Yes Yes Yes 4 1AD Yes Yes Yes Yes Yes Yes Yes Yes 5 1.2D+1.6L Yes Yes Yes Yes Yes Yes Yes Yes 6 1.34DL+1.... Yes Yes Yes Yes Yes Yes Yes Yes 7 1.34DL+ 1.... Yes Yes Yes Yes Yes Yes - 8 1.34DL+0.... Yes Yes Yes Yes Yes Yes g 1.34DL+-0.... Yes Yes Yes Yes Yes Yes 10 1.34DL+-1.... Yes Yes Yes Ye Yes Yes RISA-3D Version 13.0.0 [TA...\...\...\...\Gen-6 Feed System 2015\RISA\12958_Gen6_v01.r3d] Page 13 05/01/2015 www.bccengineering.com Page 56 of 74 ALCompany BCCE Apr 30,2015 Designer RDM Job Number 12958 Checked By:- ,r. Model Name Gen-6 Feed System Load Combination Design (Continued) Descri tion ASIF CD ABIF Service Hot Rolled Cold For... Wood Concrete Masonry Footin s Aluminum Connecti... 11 11.34DL+-1.... Yes Yes Yes Yes Yes Yes 12 1.34DL+0.... Yes Yes Yes Yes Yes Yes 13 1.34DL+-0... Yes Yes Yes Yes Yes Yes 14 0.76DL+1.... Yes Yes Yes Yes Yes Yes 15 0.76DL+1.... Yes Yes Yes Yes Yes Yes 16 0.76DL+0.... Yes Yes Yes Yes Yes Yes 17 0.76DL+-0.... Yes Yes Yes Yes Yes Yes 18 0.76DL+-1.... Yes Yes Yes Yes Yes Yes 19 0.76DL+-1.... Yes Yes Yes Yes Yes Yes 20 0.76DL+0.... Yes Yes Yes Yes Yes Yes 21 0.76DL+-0.... Yes Yes Yes Yes Yes Yes 22 Yes Yes Yes Yes Yes Yes 23 ••*ASD Co... Yes Yes Yes Yes Yes Yes 24 1D Yes Yes Yes Yes Yes Yes 25 D+L Yes Yes Yes Yes Yes Yes 26 1.1 DL+0.9... Yes Yes Yes Yes Yes Yes 27 1.1 DL+0.9... Yes Yes Yes Yes Yes Yes 28 1.1 DL+0.2... Yes Yes Yes Yes Yes Yes 29 1.1 DL+-0.2... Yes Yes Yes Yes Yes Yes 30 1.1 DL+-0.9... Yes Yes Yes Yes Yes Yes 31 1.1 DL+-0.9... Yes Yes Yes Yes Yes Yes 32 1.1 DL+0.2... Yes Yes Yes Yes Yes Yes 33 1.1 DL+-0.2... Yes Yes Yes Yes Yes Yes 34 1.070L+0.... Yes Yes Yes Yes Yes Yes 35 1.07DL+0.... Yes Yes Yes Yes Yes Yes 36 1.07DL+0.... Yes Yes Yes Yes Yes Yes 37 1.07DL+-0.... Yes Yes Yes Yes Yes Yes 38 1.07DL+-0.... Yes Yes Yes Yes Yes Yes 39 1.07DL+-0.... Yes Yes Yes Yes Yes Yes 40 1.07DL+0.... Yes Yes Yes Yes Yes Yes 41 1.07DL+-0.... Yes Yes Yes Yes Yes Yes 42 0.5DL+0.9... Yes Yes Yes Yes Yes Yes 43 0.5DL+0.9... Yes Yes Yes Yes Yes Yes 44 0.5DL+0.2... Yes Yes Yes Yes Yes Yes 45 0.5DL+-0.2... Yes Yes Yes Yes Yes Yes 46 0.5DL+-0.9... Yes Yes Yes Yes Yes Yes 47 0.5DL+-0.9... Yes Yes Yes Yes Yes Yes 48 0.5DL+0.2... Yes Yes Yes Yes Yes Yes 49 0.5DL+-0.2.1Yes Yes Yes Yes Yes Yes Envelope Joint Reactions Joint X k LC Y RI LC Z k LC MX fk-ftl LC MY[k-ftl LC MZ k-ft LC 1 N4 max .627 18 1 3.626 9 1 .74 13 1 0 4 0 4 0 4 2 min -.972 7 -1.06 20 -.521 16 0 4 0 4 0 4 3 N1 max .551 19 3.222 13 .433 21 0 4 0 4 0 4 4 min -.923 6 -1.142 16 -.819 8 0 4 0 4 0 4 5 N2 max .851 11 4.68 12 .693 20 0 4 0 4 0 4 6 min -.659 14 -.802 17 -1.075 9 0 4 0 4 0 4 7 N3 max 1.252 10 6.88 5 1.356 12 0 4 0 4 0 4 8 min -.73 15 -.566 21 -.809 17 0 4 0 4 0 4 9 Totals: max 2.716 11 15.157 5 2.716 1 21 10 min -2.716 14 3.934 19 -2.716 1 8 RISA-3D Version 13.0.0 [TA...\...\...\...\Gen-6 Feed System 2015\RISA\12958_Gen6_v01.r3d] Page 14 05/01/2015 www.bccengineering.com Page 57 of 74 ALCompany BCCE Apr 30,2015 Designer RDM Job Number 12958 Checked By:- L', Model Name Gen-6 Feed System Envelope Joint Displacements Joint X[inl LC Y rinI LC Z[inl LC X Rotation ... LC Y Rotation ... LC Z Rotation ...LC 1 N1 max 1 0 6 1 0 16 1 0 8 6.042e-4 8 6.486e-5 12 4.057e-4 19 2 min 0 19 0 13 0 21 -3.219e-4 21 -6.491e-5 9 -6.833e-4 6 3 N2 max 0 14 0 17 0 9 7.726e-4 9 1.04e-4 20 4.075e-4 19 4 min 0 11 0 12 0 20 -4.899e-4 20 -1.103e-4 9 -6.413e-4 6 5 N3 max 0 15 0 21 0 17 7.192e-4 9 1.306e-4 20 4.629e-4 18 6 min 0 10 0 5 0 12 -4.996e-4 20 -1.341 e-4 9 -6.798e-4 7 7 N4 max 0 7 0 20 0 16 5.612e-4 8 9.324e-5 20 4.527e-4 18 8 min 0 18 0 9 0 13 -3.261 e-4 21 -9.456e-5 9 -7.263e-4 7 9 N5 max .015 6 0 16 .014 8 1.398e-5 16 6.486e-5 12 1.136e-5 19 10 min -.009 19 0 13 -.007 21 -1.455e-5 13 -6.491 a-5 9 -1.685e-5 6 11 N6 max .015 6 0 18 .017 9 1.398e-5 16 6.486e-5 12 1.136e-5 19 12 min -.009 19 -.001 7 -.011 20 -1.455e-5 13 -6.491 a-5 9 -1.685e-5 6 13 N7 max .016 7 0 21 .017 9 1.398e-5 16 6.486e-5 12 1.136e-5 19 14 min -.01 18 -.001 8 -.011 20 -1.455e-5 13 -6.491 a-5 9 -1.685e-5 6 15 N8 max .016 7 0 20 .014 8 1.398e-5 16 6.486e-5 12 1.136e-5 19 16 min -.01 18 0 9 -.007 21 -1.455e-5 13 -6.491 a-5 9 -1.685e-5 6 17 N9 max .036 6 0 16 .025 9 1.671 a-5 16 1.195e-4 19 1.768e-5 19 18 min -.029 19 -.002 13 -.019 20 -3.544e-5 13 -1.197e-4 6 -2.317e-5 6 19 N10 max .036 6 0 18 .028 8 1.671e-5 16 1.195e-4 19 1.768e-5 19 20 min -.029 19 -.002 5 -.022 21 -3.544e-5 13 -1.197e-4 6 -2.317e-5 6 21 N11 max .03 7 0 21 .028 8 1.671e-5 16 1.195e-4 19 1.768e-5 19 22 min -.023 18 -.001 8 -.022 21 -3.544e-5 13 -1.197e-4 6 -2.317e-5 6 23 N12 max .03 7 0 20 .025 9 1.671e-5 16 1.195e-4 19 1.768e-5 19 24 min -.023 18 -.001 9 -.019 20 -3.544e-5 13 -1.197e-4 6 -2.317e-5 6 25 N13 max .016 7 0 20 .014 8 1.398e-5 16 6.486e-5 12 1.136e-5 19 26 min -.01 18 0 9 -.007 21 -1.455e-5 13 -6.491e-5 9 -1.685e-5 6 27 N14 max .016 7 0 20 .014 8 1.398e-5 16 6.486e-5 12 1.136e-5 19 28 min -.01 18 0 9 -.007 21 -1.455e-5 13 -6.491e-5 9 -1.685e-5 6 29 N15 max .015 6 0 16 .014 8 1.398e-5 16 6.486e-5 12 1.136e-5 19 30 min -.009 19 0 13 -.007 21 -1.455e-5 13 -6.491e-5 9 -1.685e-5 6 31 N16 max .015 6 0 14 .014 8 1.398e-5 16 6.486e-5 12 1.136e-5 19 32 min -.009 19 0 11 -.007 21 -1.455e-5 13 -6.491e-5 9 -1.685e-5 6 33 N17 max .016 7 0 21 .017 9 1.398e-5 16 6.486e-5 12 1.136e-5 19 34 min -.01 18 -.001 8 -.011 20 -1.455e-5 13 -6.491 a-5 9 -1.685e-5 6 35 N18 max .016 7 0 19 .017 9 1.398e-5 16 6.486e-5 12 1.136e-5 19 36 min -.01 18 -.001 6 -.011 20 -1.455e-5 13 -6.491 a-5 9 -1.685e-5 6 37 N19 max .015 6 0 17 .017 9 1.398e-5 16 6.486e-5 12 1.136e-5 19 38 min -.009 19 -.001 12 -.011 20 -1.455e-5 13 -6.491 a-5 9 -1.685e-5 6 39 N20 max .015 6 0 18 .017 9 1.398e-5 16 6.486e-5 12 1.136e-5 19 40 min -.009 19 -.001 7 -.011 20 -1.455e-5 13 -6.491 a-5 9 -1.685e-5 6 41 N21 max .033 6 0 15 .024 9 1.556e-5 16 1.196e-4 11 6.796e-5 19 42 min -.026 19 -.001 10 -.019 20 -3.417e-5 13 -1.196e-4 14 -8.173e-5 6 43 N22 max .03 7 0 21 .026 8 1.551 a-5 16 1.199e-4 19 1.071 a-6 19 44 min -.023 18 -.001 8 -.02 21 -3.486e-5 13 -1.201 e-4 6 -9.578e-6 5 45 N23 max .036 6 0 17 .026 8 -9.112e-5 16 1.364e-4 19 7.024e-6 15 46 min -.029 19 -.003 5 -.021 21 -9.731e-4 5 -1.367e-4 6 -1.25e-5 10 47 N24 max .033 6 0 19 .028 8 1.55e-5 17 1.195e-4 19 7.287e-5 11 48 min -.026 19 -.002 6 -.022 21 -3.411e-5 12 -1.199e-4 6 -7.005e-5 14 49 N25 max .029 6 0 16 .022 9 1.64e-4 17 7.665e-5 21 3.26e-4 19 50 min -.023 19 -.002 13 -.016 20 -1.692e-4 12 -7.901 a-5 8 -3.295e-4 6 51 N26 max .03 6 0 17 .026 8 1.641 e-4 16 7.737e-5 13 3.251 a-4 19 52 min -.023 19 -.002 5 -.02 21 -1.692e-4 13 -7.505e-5 16 -3.32 -4 53 N27 max .026 7 0 21 .026 8 1.622e-4 16 7.627e-5 21 2.178e-4 19 54 min -.019 18 -.001 8 -.02 21 -1.727e-4 13 -7.653e- 8 -2.2 7e-4 6 55 N28 max .026 7 0 20 .023 9 1.621 e-4 17 7.642e-5 13 2.18e-4 19 56 min -.019 18 -.001 1 9 1 -.016 120 -1.726e-4 12 1-7.633e-51 8 1-2.232e-4, 6 RISA-3D Version 13.0.0 [TA...\...\...\...\Gen-6 Feed System 2015\RISA\12958_Gen6_v01.r3d] Page 15 05/01/2015 www.bccengineering.com Page 58 of 74 ALCompany ECCE Apr 30,2015 Designer RDM Job Number 12958 Checked By:- ,n. Model Name Gen-6 Feed System Envelope Joint Displacements (Continued) Joint X in LC Yin LC Z rinI LC X Rotation... LC Y Rotation... LC Z Rotation ...LC 57 N29 max .046 6 -.001 16 .025 9 -6.098e-5 16 3.202e-4 11 -3.872e-5 19 58 min -.039 19 -.021 5 -.019 20 -6.451e-4 5 -3.202e-4 6 -4.893e-4 5 59 N30 max .046 6 -.001 17 .028 8 -6.096e-5 16 3.162e-4 19 4.701 e-4 5 60 min -.039 19 -.022 5 -.022 21 -6.451 e-4 5 -3.166e-4 6 3.644e-5 14 61 N31 max .034 6 0 16 .024 9 6.415e-5 17 9.573e-5 19 1.794e-4 19 62 min -.027 19 -.002 13 -.018 20 -7.051 a-5 12 -9.927e-5 6 -1.981 e-4 6 63 N32 max .034 6 0 18 .028 8 6.42e-5 16 9.838e-5 11 1.894e-4 11 64 min -.027 19 -.002 5 -.022 21 -7.056e-5 13 -9.52e-5 14 -1.816e-4 14 65 N33 max .029 7 0 21 .028 8 1 6.003e-5 16 9.609e-5 19 1.239e-4 19 66 min -.022 18 -.001 8 -.022 21 -7.764e-5 13 -9.636e-5 6 -1.268e-4 6 67 N34 max .029 7 0 20 .024 9 5.998e-5 17 9.611e-5 11 1.219e-4 19 68 min -.022 18 -.001 9 -.018 20 -7.759e-5 12 -9.622e-5 6 -1.3e-4 6 69 N35 max .036 6 0 17 .026 9 -6.395e-6 16 1.341 e-4 21 5.614e-6 19 70 min -.029 19 -.003 5 -.02 20 -2.97e-4 5 -1.351 e-4 8 -4.469e-5 5 71 N36 max .03 7 0 21 .025 9 1.719e-5 16 1.219e-4 19 1.159e-5 19 72 min -.023 18 -.001 8 -.02 20 -3.654e-5 13 -1.222e-4 6 -2.034e-5 6 73 N37 max .036 6 0 16 .027 8 -6.45e-6 17 1.065e-4 11 2.553e-5 5 74 min -.029 19 -.003 5 -.021 21 -2.97e-4 5 -1.058e-4 14 -7.786e-6 14 75 N38 max .03 7 0 20 .027 8 1.713e-5 17 1.173e-4 19 1.378e-5 19 76 min -.023 18 -.001 9 -.021 21 -3.649e-5 12 -1.175e-4 6 -1.601 a-5 6 77 N39 max .046 6 -.003 17 .026 8 -5.02e-5 16 6.421e-5 13 1.763e-5 19 78 min -.039 19 -.031 5 -.021 21 -5.173e-4 5 -6.431e-5 8 -2.312e-5 6 79 N40 max .016 7 0 21 .017 9 1.916e-4 9 9.347e-5 20 1.213e-4 18 80 min Al 18 0 8 Al 20 -1.238e-4 20 -9.64e-5 9 -1.968e-4 7 81 N41 max .016 7 0 20 .013 8 1.804e-4 8 7.732e-5 20 1.099e-4 18 82 min -.01 18 0 9 -.007 21 -9.629e-5 21 -7.869e-5 9 -1.944e-4 7 83 N42 max .073 7 .008 20 .017 9 2.686e-3 5 1.463e-4 6 1.667e-5 17 84 min -.067 18 -.076 5 -.011 20 -9.441e-5 20 -8.816e-5 19 -1.597e-5 12 85 N43 max .073 7 1 .006 20 .014 8 2.505e-3 5 4.693e-4 20 1.48e-4 20 86 min -.067 18 -.061 5 -.007 21 -1.664e-5 20 -6.922e-4 9 -8.102e-4 5 87 N44 max .004 7 0 21 .004 9 7.062e-4 9 1.306e-4 20 4.375e-4 18 88 min -.003 18 0 5 -.003 20 -4.718e-4 20 -1.341e-4 9 -6.684e-4 7 89 N45 max .005 7 0 20 .003 8 5.505e-4 8 9.324e-5 20 4.357e-4 18 90 min -.003 18 0 9 -.002 21 -3.095e-4 21 -9.456e-5 9 -7.e-4 7 91 N46 max .046 7 .007 20 .017 9 1.401 a-3 5 1.911 a-3 15 4.289e-4 18 92 min -.04 18 -.014 9 Al 20 -2.301 e-4 20 -1.924e-3 10 -6.359e-4 7 93 N47 max .044 7 .005 21 .014 8 1.079e-3 5 1.91 e-3 7 3.368e-4 19 94 min -.037 18 -.011 8 -.007 21 -1.688e-4 21 -1.849e-3 18 -5.52e-4 6 95 N49 max .017 7 .007 18 .074 9 1.245e-4 5 2.456e-4 12 6.961 a-5 18 96 min Al 18 -.072 5 -.066 20 -4.462e-5 15 -2.097e-4 17 -2.539e-3 5 97 N51 max .016 7 .006 18 .046 9 6.667e-4 8 1.826e-3 20 2.123e-4 18 98 min Al 18 -.014 7 -.04 2 -4.469e-4 21 -1.879e-3 9 -1.335e-3 5 99 N50 max .015 6 0 18 .017 9 1.846e-4 9 8.512e-5 20 1.178e-4 19 100 min -.009 19 0 7 -.01 20 -1.111e-4 2 -9.255e-5 9 -2 043e-4 6 101 N51A max .004 6 0 17 .005 9 7.435e-4 9 1.04e-4 20 3.874e-4 19 102 mi -.003 19 0 12 3 2 -4.711 e-4 20 -1.1 03e-4 9 -6.264e-4 103 N52 max .015 6 .008 19 .074 9 7.148e-4 5 2.099e-4 15 6.878e-5 19 104 min -.009 19 -.05 5 -.066 20 4.053e-6 16 -3.735e-4 10 -2.299e-3 105 N53 max .015 6 .006 19 .044 9 5.435e-4 8 1.844e-3 12 2.347e-4 19 106 min -.009 19 -.012 A 8 2 --3.642e-4 21 -1.84e-3 9 -1.001e-3 107 N54 max .016 7 0 20 .025 9 2.964e-3 5 7.501 e-4 15 6.337e-5 7 108 min Al 18 -.012 5 -.014 20 -7.673e-5 20 -7.544e-4 10 -3.614e-5 18 109 N55 max .073 7 1 .008 20 .025 9 4.912e-4 9 6.673e-5 13 3.563e-5 20 110 min -.067 18 -.079 5 -.014 20 -3.369e-4 20 -3.516e-5 16 -2.007e-4 5 111 N56 max .015 6 .006 18 .074 9 2.373e-4 5 6.414e-5 5 2.811 a-4 18 112 min -.011 19 -.072 5 -.066 20 -5.629e-5 17 -1.977e-5116 -4.906e-4 7 113 N59 max .015 6 0 14 .017 9 1.09e-5 19 1.366e-4 1 12 3.826--5 18 RISA-3D Version 13.0.0 [TA...\...\...\...\Gen-6 Feed System 2015\RISA\12958_Gen6 v01.r3d] Page 16 05/01/2015 www.bccengineering.com Page 59 of 74 ALCompany BCCE Apr 30,2015 Designer RDM Job Number 12958 Checked By:- ,C, Model Name Gen-6 Feed System Envelope Joint Displacements (Continued) Joint X in LC Yin LC Z finl LC X Rotation... LC Y Rotation... LC Z Rotation ...LC 1141 min 1 -.011 19 -.005 5 -.01 20 -4.928e-5 5 -1.325e4 17 -2.821e-3 5 115 N58 max .032 6 0 19 .025 8 1.671e-5 16 1.195e-4 19 1.768e-5 19 116 min -.026 19 -.001 5 -.02 21 -3.544e-5 13 -1.197e-4 6 -2.317e-5 6 117 N59A max .015 6 0 19 .015 8 1.398e-5 16 6.486e-5 12 1.136e-5 19 118 min -.009 19 0 5 -.009 21 -1.455e-5 13 -6.491e-5 9 -1.685e-5 6 119 N60 max .048 7 .002 21 .047 9 1.372e-3 5 1.851 a-3 15 1.532e-4 18 120 min -.042 18 -.051 5 -.04 20 -1.978e-4 20 -1.898e-3 10 -1.306e-3 5 121 N61 max .048 7 .007 20 .017 9 1.6e-3 5 1.89e-3 15 4.109e-4 18 122 min -.042 18 -.015 9 -.01 20 -2.017e-4 20 -1.902e-3 10 -6.089e4 7 123 N62 max .017 7 .006 18 .048 9 6.406e-4 8 1.827e-3 15 1.854e-4 18 124 min -.01 18 -.015 7 -.041 20 -4.275e-4 21 -1.884e-3 10 -1.521 a-3 5 Envelope Member Section Forces Member Sec Axiallkl LC v Shear[kl LC z Shear[kl LC Tor ue k-ft LC v-v Mome...LC z-z Momentrk-ftl LC 1 M1 1 max 3.626 9 .972 7 .741 131 0 4 0 1 4 0 4 2 min -1.06 20 -.629 18 -.522 16 0 4 0 4 0 4 3 2 max 2.811 9 .616 7 .524 12 .136 15 1.069 21 1.289 18 4 min -1.248 20 -.38 18 -.304 17 -.149 10 -2.189 8 -2.323 7 5 3 max .698 17 .214 15 .291 20 .061 14 .108 17 .188 7 6 min -.414 12 -.218 11 -.305 9 -.062 10 -.122 12 -.187 11 7 4 max .319 18 .168 15 .122 9 .059 6 .343 20 .284 10 8 min -.252 5 -.172 11 -.108 20 -.058 18 -.368 9 -.275 15 9 5 max .103 14 .147 10 .163 9 .055 6 .034 15 .22 19 10 min -.317 5 -.124 15 -.149 20 -.055 18 -.027 10 -.245 6 11 M2 1 max 3.222 13 .923 6 .433 21 0 4 0 4 0 4 12 min -1.142 16 -.552 19 -.819 8 0 4 0 4 0 4 13 2 max 3.165 13 .884 6 .394 21 0 4 .993 21 1.277 19 14 min -1.175 16 -.513 19 -.78 8 0 4 -1.919 8 -2.167 6 15 3 max 2.305 5 .314 15 .304 12 .063 6 .112 17 .293 6 16 min -.069 16 -.334 11 -.29 17 -.061 19 -.115 12 -.292 18 17 4 max 2.186 5 .271 14 .104 17 .061 6 .35 20 .45 11 18 min -.065 14 -.291 10 -.133 12 -.058 19 -.349 9 -.404 14 19 5 max 1.887 5 .29 11 .15 17 .054 15 .021 15 .34 18 20 min .3 14 -.158 14 -.163 12 -.062 10 -.068 10 -.479 7 21 M3 1 max 6.88 5 .732 15 1.357 12 0 4 0 4 0 4 22 min -.566 21 -1.254 10 -.81 17 0 4 0 4 0 4 23 2 max 3.229 8 .067 20 .624 5 .29 20 1.436 20 1.446 18 24 min -1.02 21 -.765 5 -.109 17 -.318 9 -2.344 9 -2.378 7 25 3 max .698 16 .218 7 .291 21 .062 6 .108 16 .187 7 26 min -.414 13 -.214 19 -.305 8 -.061 18 -.122 13 -.188 11 27 4 max .319 14 .172 7 .122 8 .058 14 .343 21 .275 19 28 min -.252 5 -.168 19 -.108 21 -.059 10 -.368 8 -.284 6 29 5 max .103 18 .124 19 .163 8 .055 14 .034 19 .245 10 30 min -.317 5 -.147 6 -.149 21 -.055 10 -.027 6 -.22 15 31 M4 1 max 4.68 12 .66 14 .694 20 0 4 0 4 0 4 32 min -.802 17 -.852 11 -1.076 9 0 4 0 4 0 4 33 2 max 3.837 7 .473 14 .444 21 .206 20 1.264 20 1.387 19 34 min -.871 18 -.641 11 -.631 8 -.279 9 -2.235 9 -2.458 6 35 3 max 2.305 5 .334 7 .304 13 .061 15 .112 16 .292 14 36 min -.069 17 -.314 19 -.29 16 -.06 10 -.115 13 -.293 10 37 4 maxI 2.186 5 .291 6 .104 16 .058 15 .35 21 .404 18 38 min -.065 18 -.271 18 -.133 13 -.061 10 -.349 8 -.45 7 39 5max 1.887 5 .158 18 .15 16 .062 6 .021 19 .479 11 40 m'n 1-8- -.29 7 -.163 1 1 -34 14 41 M5 1 max 03 18 .046 4 .03 21 0 7 .029 17 .045 4 RISA-3D Version 13.0.0 [TA...\...\...\...\Gen-6 Feed System 2015\RISA\12958_Gen6_v01.r3d] Page 17 05/01/2015 www.bccengineering.com Page 60 of 74 ALCompany BCCE Apr 30,2015 Designer RDM Job Number 12958 Checked By:- G Model Name Gen-6 Feed System Envelope Member Section Forces (Continued) Member Sec Axial[kI LC v Shear[kI LC z Shear[k] LC Tor ue k-ft LC Mome...LC z-z Momentfk-ftl LC 42 Imini -.03 7 1 .025 115 -.03 9 0 18 -.029 21 .024 14 43 2 max .03 18 .046 1 4 .03 21 0 7 .027 17 .042 4 44 min -.03 7 1 .025 115 -.03 9 0 18 -.027 13 .023 14 45 3 max .03 18 .046 1 4 .03 21 0 7 .026 17 .039 4 46 min -.03 7 .025 15 -.03 9 0 18 -.026 13 .021 14 47 4 max .03 18 .046 4 .03 21 0 7 .024 17 .036 4 48 min -.03 7 .025 15 -.03 9 0 18 -.024 13 .02 14 49 5 max .03 18 .046 4 .03 21 0 7 .022 17 .033 4 50 min -.03 7 .025 15 -.03 9 0 18 -.022 20 .018 14 51 M6 1 max .028 16 .043 4 1 .028 19 0 9 .025 15 .039 4 52 min -.028 13 .023 20 -.028 15 0 20 -.025 19 .021 21 53 2 max .028 16 .043 4 .028 119 0 9 1 .024 15 .037 4 54 min -.028 13 .023 20 -.028 115 0 20 -.024 19 .02 21 55 3 max .028 16 .043 4 .028 19 0 9 .022 15 .034 4 56 min -.028 13 .023 20 -.028 15 0 20 -.022 19 .018 21 57 4 max .028 16 .043 4 .028 19 0 9 .02 15 .031 4 58 min -.028 13 .023 20 -.028 15 0 20 -.02 18 .017 21 59 5 max .028 16 .043 4 .028 19 0 9 .019 14 .029 4 60 min -.028 13 .023 20 -.028 15 0 20 -.019 18 .015 21 61 M7 1 max .028 20 -.023 17 .028 15 0 9 .019 14 .029 4 62 min -.028 9 -.043 4 -.028 111 0 20 -.019 119 .015 17 63 2 max .028 20 -.023 17 .028 15 0 9 .02 6 .031 4 64 min -.028 9 -.043 4 -.028 11 0 20 -.02 19 .017 17 65 3 max .028 20 -.023 17 .028 15 0 9 .022 7 .034 4 66 min -.028 9 -.043 4 -.028 11 0 20 -.022 11 .018 17 67 4 max .028 20 -.023 17 .028 15 0 9 .024 7 .037 4 68 min 1 -.028 9 -.043 4 -.028 11 0 20 -.024 11 .02 17 69 5 max .028 20 -.023 17 .028 15 0 9 .025 7 .039 4 70 min -.028 9 -.043 4 -.028 11 0 20 -.025 11 .021 17 71 M8 1 max .03 18 .046 4 .03 13 0 19 .029 17 .045 4 72 min -.03 15 .025 14 -.03 9 0 6 -.029 13 .024 15 73 2 max .03 18 .046 4 .03 13 0 19 .027 17 .042 4 74 min -.03 15 .025 14 -.03 9 0 6 -.027 13 .023 15 75 3 max .03 18 .046 4 .03 13 0 19 .026 17 .039 4 76 min -.03 15 .025 14 -.03 9 0 6 -.026 13 .021 15 77 4 max .03 18 .046 4 .03 13 0 19 .024 17 .036 4 78 min -.03 15 .025 14 -.03 9 0 6 -.024 13 .02 15 79 5 max .03 18 .046 4 .03 13 0 19 .022 17 .033 4 80 min -.03 15 .025 14 -.03 9 0 6 -.022 20 .018 15 81 M9 1 max .03 6 1 -.025 19 .03 17 0 19 .022 9 .033 4 82 min -.03 11 -.046 4 -.03 21 0 6 -.022 12 .018 19 83 2 max .03 6 -.025 19 .03 117 0 19 .024 9 .036 4 84 min -.03 11 -.046 4 -.03 21 0 6 -.024 21 .02 19 85 3 max .03 6 -.025 19 .03 17 0 19 .026 9 .039 4 86 min -.03 11 -.046 4 -.03 21 0 6 -.026 21 .021 19 87 4 max .03 6 1 -.025 19 .03 17 0 19 .027 9 .042 4 88 min -.03 11 -.046 4 -.03 21 0 6 -.027 21 .023 19 89 5 max .03 6 -.025 19 .03 17 0 19 .029 9 .045 4 90 min -.03 11 -.046 4 -.03 21 0 -.029 21 .024 19 91 M10 1 max .028 12 .043 4 .028 15 0 121 .025 111 .039 4 92 min -.028 17 .023 16 -.028 11 0 8 -.025 15 .021 16 93 2 max .028 12 .043 4 .028 15 0 21 .024 19 .037 4 94 min -.028 17 .023 16 -.028 11 0 -.024 15 .02 16 95 3 max .028 12 .043 4 .028 15 0 21 .022 19 .034 4 96 min -.028 17 .023 16 -.028 11 0 8 -.022 .018 16 97 4 max .028 12 .043 4 .028 15 0 21 .02 19 .031 4 98 min -.028 1171 .023 1161 -.028 1 11 0 1 8 1 -.O2---L6- 17 1 RISA-3D Version 13.0.0 [TA...\...\...\...\Gen-6 Feed System 2015\RISA\12958_Gen6_v01.r3d] Page 18 05/01/2015 www.bccengineering.com Page 61 of 74 ALu Company BCCE Apr 30,2015 Designer RDM Job Number 12958 Checked By:- L. Model Name Gen-6 Feed System Envelope Member Section Forces (Continued) Member Sec Axial[kl LC v ShearIkI LC z Shear[kI LC Tor ue k-ft LC v-v Mome...LC z-z Momentfk-ftl LC 99 5 Imax .028 112 .043 1 4 .028 151 0 21 .019 110 .029 4 100 1 min -.028 17 .023 16 -.028 111 0 8 1 -.019 1 6 .015 16 101 M11 1 max .028 8 -.023 21 .028 11 0 21 .019 10 .029 4 102 min -.028 21 -.043 4 -.028 15 0 8 -.019 15 .015 20 103 2 max .028 8 -.023 21 .028 11 0 21 .02 10 .031 4 104 min -.028 21 -.043 4 -.028 15 0 8 -.02 15 .017 20 105 3 max .028 8 -.023 21 .028 11 0 21 .022 10 .034 4 106 min -.028 21 -.043 4 -.028 15 0 8 -.022 15 .018 20 107 4 max .028 8 -.023 21 .028 11 0 21 .024 11 .037 4 108 min -.028 21 -.043 4 -.028 15 0 8 -.024 15 .02 20 109 5 max .028 8 -.023 21 .028 11 0 21 .025 11 .039 4 110 min -.028 21 -.043 4 -.028 15 0 8 -.025 15 .021 20 111 M12 1 max .03 14 .046 4 .03 17 0 7 .029 21 .045 4 112 min -.03 11 .025 18 -.03 21 0 18 -.029 9 .024 18 113 2 max .03 14 .046 4 .03 17 0 7 .027 21 .042 4 114 min -.03 11 .025 18 -.03 21 0 18 -.027 9 .023 18 115 3 max .03 14 .046 4 .03 17 0 7 .026 21 .039 4 116 min -.03 11 .025 18 -.03 21 0 18 -.026 9 .021 18 117 4 max .03 14 .046 4 .03 17 0 7 .024 21 .036 4 118 min -.03 11 .025 18 -.03 21 0 18 -.024 9 - .02 18 119 5 max .03 14 .046 4 .03 17 0 7 .022 20 .033 4 120 min -.03 11 .025 18 -.03 21 0 18 -.022 9 .018 18 121 M13 1 max .219 15 .178 7 1 .039 120 0 18 .032 9 .117 7 122 min -.229 10 -.12 18 -.039 9 0 7 -.032 20 -.076 18 123 2 max .235 15 .154 7 .022 20 0 18 .005 20 .078 18 124 min -.245 10 -.134 18 -.022 9 0 7 -.005 9 -.083 7 125 3 max .012 4 .13 11 0 18 0 6 .015 21 -.007 16 126 min .005 5 -.13 7 0 14 0 10 -.015 9 -.015 5 127 4 max .235 19 .134 14 .022 8 0 11 .005 21 .078 14 128 min -.245 6 -.154 11 -.022 21 0 14 -.005 8 -.083 11 129 5 max .219 19 .12 14 .039 8 0 11 .032 8 .117 11 130 min -.229 6 -.178 11 -.039 21 0 14 -.032 21 -.076 14 131 M14 1 max .331 13 .031 4 .039 11 0 10 .032 7 .017 4 132 min -.323 16 .01 5 -.039 15 0 15 -.032 19 -.005 5 133 2 max .357 13 .001 19 .013 11 0 10 .017 11 .009 5 134 min -.349 16 -.025 5 -.013 15 0 15 -.017 15 -.009 21 135 3 max .333 16 .004 5 .03 6 0 15 .008 7 .003 19 136 min -.341 13 -.015 4 -.029 19 0 10 -.008 19 -.007 5 137 4 max .088 16 .814 5 .114 11 .005 5 .12 7 1.111 5 138 min -.088 13 .102 16 -.114 14 0 17 -.12 18 .141 16 139 5 max .02 16 .359 5 .046 11 .005 5 .032 11 0 16 140 min -.02 13 .046 16 -.046 14 0 17 -.032 14 0 5 141 M15 1 max .318 18 .319 10 .122 16 0 17 .142 13 .257 10 142 min -.37 -.19 15 -.138 13 -.011 5 -.13 1 -.113 15 143 2 max .334 18 .295 10 .105 16 0 17 .011 14 .144 6 144 min -.392 6 -.209 15 -.121 13 -.011 5 -.019 11 -.126 18 145 3 max .148 5 .369 6 .088 8 .047 5 .124 9 -.038 21 146 min 37 16 -.369 10 -.088 9 -.022 9 -.12 1 147 4 max .334 14 .209 19 .121 12 .011 5 .011 18 .144 10 148 min -.392 10 -.2 -.105 17 0 16 -.019 7 -.126 14 149 5 max .318 14 .195 19 .138 12 .011 5 .142 12 .257 6 150 min -.375 10 -.319 6 -.122 17 0 16 -.13 17 -.113 19 151 M16 1 max .02 17 -.046 17 .046 18 0 16 .032 7 0 17 152 min -.02 12 -.359 5 -.046 7 -.005 5 -.032 18 0 5 153 2 max .088 17 -.102 17 .114 18 0 16 .12 11 1.111 5 154 min -.088 12 -.814 5 -.114 7 -.005 5 -.12 14 .141 17 155 3 max .333 1171 .015 1 4 1 .029 115, 0 1 6 1 .008 1 11 1 .003 1151 RISA-3D Version 13.0.0 [TA...\...\...\...\Gen-6 Feed System 2015\RISA\12958_Gen6_v01.r3d] Page 19 05/01/2015 www.bccengineering.com Page 62 of 74 ALCompany ECCE Apr 30,2015 Designer RDM Job Number 12958 Checked By:- G Model Name Gen-6 Feed System Envelope Member Section Forces (Continued) Member Sec AxialfkI LC v ShearIkI LC z Shearrkl LC Tor ue k-ft LC v-v Mome...LC z-z Moment k-ft LC 1561 1 min -.341 12 -.004 5 -.03 10 0 19 -.008 15 -.007 5 157 4 max .357 12 .025 5 .013 19 0 19 .017 7 .009 5 158 min -.349 17 -.001 15 -.013 7 0 6 -.017 19 -.009 20 159 5 max .331 12 -.01 5 .039 19 0 19 .032 11 .017 4 160 min -.323 17 -.031 4 -.039 7 0 6 -.032 15 -.005 5 161 M17 1 max .03 18 .046 4 .03 13 0 7 .022 17 .033 4 162 min -.03 7 .025 15 -.03 16 0 18 -.022 12 .018 14 163 2 max .015 18 .023 4 .015 13 0 7 .003 21 -.002 19 164 min -.015 7 .013 15 -.015 16 0 18 -.003 8 -.004 4 165 3 max 0 18 0 18 0 4 0 7 .011 21 -.009 20 166 min 0 7 0 7 0 4 0 18 -.011 8 -.017 4 167 4 max .015 14 -.013 18 .015 9 0 7 .003 21 -.002 15 168 min 1 -.015 11 -.023 4 -.015 20 0 18 -.003 8 -.004 4 169 5 max .03 14 -.025 18 .03 9 0 7 .022 17 .033 4 170 min -.03 11 -.046 4 -.03 20 0 18 -.022 12 .018 18 171 M18 1 max .028 8 .043 4 .028 10 0 21 .019 15 .029 4 172 min -.028 21 .023 21 -.028 15 0 8 -.019 10 .015 20 173 2 max .014 8 .021 4 .014 10 0 21 .002 11 -.002 17 174 min -.014 21 .012 21 -.014 15 0 8 -.002 14 -.004 4 175 3 max 0 12 0 8 0 4 0 21 .009 11 -.008 18 176 min 0 17 0 21 0 4 0 8 -.009 14 -.014 4 177 4 max .014 12 -.012 16 .014 6 0 21 .002 11 -.002 21 178 min -.014 17 -.021 4 -.014 19 0 8 -.002 14 -.004 4 179 5 max .028 12 -.023 16 .028 6 0 21 .019 6 .029 4 180 min -.028 17 -.043 4 -.028 19 0 8 1 -.019 19 .015 16 181 M19 1 max .03 6 .046 4 .03 9 0 19 .022 20 .033 4 182 min -.03 19 .025 19 -.03 20 0 6 -.022 9 .018 19 183 2 max .015 6 .023 4 .015 9 0 19 .003 16 -.002 14 184 min -.015 19 .013 19 -.015 20 0 6 -.003 13 -.004 4 185 3 max 0 8 0 6 0 4 0 19 .011 8 -.009 16 186 min 0 21 0 19 0 4 0 6 -.011 21 -.017 4 187 4 max .015 10 -.013 14 .015 13 0 19 .003 8 -.002 18 188 min -.015 15 -.023 4 -.015 116 0 6 -.003 21 -.004 4 189 5 max .03 10 -.025 14 .03 13 0 19 .022 13 .033 4 190 min -.03 15 -.046 4 -.03 16 0 6 -.022 17 .018 15 191 M20 1 max .028 20 .043 4 .028 6 0 9 .019 19 .029 4 192 min -.028 9 .023 17 -.028 19 0 20 -.019 6 .015 17 193 2 max .014 20 .021 4 .014 6 0 9 .002 15 -.002 20 194 min 1 -.014 9 .012 17 -.014 19 0 20 -.002 10 -.004 4 195 3 max 0 15 0 20 0 4 0 9 .009 14 -.008 14 196 min 0 10 0 9 0 4 0 20 -.009 11 -.014 4 197 4 max .014 16 -.012 20 .014 10 0 9 .002 14 -.002 16 198 min -.014 13 -.021 4 -.014 15 0 20 -.002 11 -.004 4 199 5 max .028 16 -.023 20 .028 10 0 9 .019 10 .029 4 200 min -.028 13 -.043 4 -.028 15 0 20 -.019 15 .015 21 201 M21 1 max .046 14 .359 5 .02 16 0 5 .032 11 .005 5 202 min -.046 11 .046 16 -.02 13 0 16 -.032 14 0 17 203 2 max .037 14 .347 5 .015 14 0 5 .014 18 -.051 16 204 - min -.037 11 .039 16 -.015 11 0 16 -.014 7 -.421 5 205 3 max .028 18 .145 12 .013 6 0 13 .006 16 -.093 16 206 min -.028 11 -.335 5 -.013 10 0 5 -.006 12 -.833 5 207 4 max .037 18 -.039 17 .015 7 0 17 .014 14 -.051 17 208 min -.037 7 -.347 5 -.015 18 0 5 1 -.014 111 -.421 209 5 max .046 18 -.046 17 .02 12 0 17 .032 1 7 .005 5 210 min -.046 7 -.359 5 -.02 17 0 5 -.032 18 0 1 211 M22 1 max .643 9 .008 Ill 1 007 10 .003 15 .001 15 .015 9 L2121 min -.585 20 .002 14 -.007 15 -.003 10 -.001 10 -.008 2 RISA-3D Version 13.0.0 [TA...\...\...\...\Gen-6 Feed System 2015\RISA\12958_Gen6_v01.r3d] Page 20 05/01/2015 www.bccengineering.com Page 63 of 74 AL Company BCCE Apr 30,2015 Designer RDM Job Number 12958 Checked By:- G Model Name Gen-6 Feed System Envelope Member Section Forces (Continued) Member Sec Axiallkl LC v Shear1k] LC z Shearrkl LC Tor ue k-ft LC v-v Mome...LC z-z Moment k-ft LC 2131 2 max .637 9 .005 9 1 .004 10 .003 15 .004 19 .01 9 214 min -.585 20 0 20 -.003 15 -.003 10 -.004 7 -.01 20 215 3 max .631 9 .005 9 0 5 .003 15 .005 10 .006 17 216 min -.586 20 -.005 20 0 19 -.003 10 -.005 15 -.008 12 217 4 max .625 9 .006 17 .004 6 .003 15 .004 10 0 17 218 Imin, -.586 20 -.01 12 -.003 19 -.003 10 -.004 15 -.002 12 219 5 max .619 9 .007 17 .007 6 .003 15 .002 6 .011 12 220 min -.586 20 -.016 12 -.007 19 -.003 10 -.001 19 -.005 17 221 M23 1 max .66 12 .008 6 .004 6 .003 11 .009 15 .015 12 222 min -.576 17 .002 19 -.004 19 -.003 14 -.011 10 -.008 17 223 2 max .654 12 .006 12 .001 5 .003 11 .011 15 .01 20 224 1 min -.577 17 0 17 0 19 -.003 14 -.012 10 -.01 9 225 3 max .648 12 .005 12 .003 10 .003 11 .01 15 .006 20 226 min -.577 17 -.005 17 -.003 15 -.003 14 -.01 10 -.009 9 227 4 max .642 12 .006 20 .007 10 .003 11 .006 7 0 20 228 min -.577 17 -.01 9 -.006 15 -.003 14 -.006 18 -.002 9 229 5 max .636 12 .007 20 .01 10 .003 11 .002 10 .01 9 230 min -.577 17 -.016 9 -.01 15 -.003 14 -.001 15 -.005 20 231 M24 1 max .643 8 .008 7 .007 19 .003 6 .001 6 .015 8 232 min 1 -.585 21 .002 18 -.007 6 -.003 19 -.001 19 -.008 21 233 2 max .637 8 1 .005 8 .003 19 .003 6 .004 11 .01 8 234 min 1 -.585 211 0 21 -.004 6 -.003 19 -.004 15 -.01 21 235 3 max .631 8 .005 8 0 15 .003 6 .005 19 .006 16 236 min 1 -.586 21 -.005 21 0 5 -.003 19 -.005 6 -.008 13 237 4 max .625 8 .006 16 .003 15 .003 6 .004 19 0 16 238 min -.586 21 -.01 13 -.004 10 -.003 19 -.004 6 -.002 13 239 5 max .619 8 .007 16 .007 15 .003 6 .001 15 .011 13 240 min -.586 21 -.016 13 -.007 10 -.003 19 -.002 10 -.005 16 241 M25 1 max .66 13 .008 110 .004 15 .003 18 .011 6 .015 13 242 min -.577 16 .002 15 -.004 10 -.003 7 -.009 19 -.008 16 243 2 max .654 13 .006 13 0 15 .003 18 .012 6 .01 21 244 min -.577 16 0 16 -.001 5 -.003 7 -.011 19 -.01 8 245 3 max .648 13 .005 13 .003 19 .003 18 .01 6 .006 21 246 min -.577 16 -.005 16 -.003 6 -.003 7 -.01 19 -.009 8- 247 4 max .642 13 .006 21 .006 19 .003 18 .006 14 0 21 248 min -.577 16 -.01 8 -.007 6 -.003 7 -.006 11 -.002 8 249 5 max .636 13 .007 21 .01 19 .003 18 .001 19 .01 8 250 min -.577 16 -.016 8 -.01 6 -.003 7 -.002 6 -.005 21 251 M26 1 max .405 10 .009 10 .004 11 .001 8 .005 15 .015 10 252 min -.36 15 -.002 15 -.003 14 -.001 21 -.005 10 -.012 15 253 2 max .401 10 .008 10 .003 11 .001 8 .004 15 .011 18 254 min -.36 15 -.005 15 -.003 14 -.001 21 -.004 10 -.011 7 255 3 max .398 10 .008 10 .003 10 .001 8 .003 20 .007 19 256 min -.359 15 -.007 15 -.003 15 -.001 21 -.003 9 -.008 6 257 4 max .394 10 .008 18 .004 9 .001 8 .001 20 .003 19 258 min -.359 15 -.01 7 -.004 20 -.001 21 -.001 9 3 6 259 5 max .391 10 .008 18 .006 9 .001 8 .002 9 003 7 260 min -.359 1 -.014 7 -.006 20 -.001 21 -.002 2 -.001 18 261 M27 1 max .405 6 .009 6 .003 18 .001 20 .005 6 .015 6 262 min -.36 19 2 19 -.004 7 -.001 9 5 19 A 1 263 2 max .401 6 .008 6 .003 18 .001 20 004 6 .011 14 264 min -.359 19 -.005 19 -.003 7 -.001 9 -.004 19 -.011 11 265 3 max .398 6 .008 6 .003 19 .001 20 .003 8 .007 15 266 min -.359 19 -.007 19 -.003 6 -.001 9 -.003 21 -.008 10 267 4 max .394 6 .008 14 .004 21 .001 20 .001 8 .003 15 268 min -.359 19 -.01 11 -.004 8 -.001 9 -.001 21 -.003 10 12691 5 max .391 6 .008 14 .006 21 .001 20 .002 1211 .003 11 RISA-3D Version 13.0.0 [TA...\...\...\...\Gen-6 Feed System 2015\RISA\12958_Gen6 v01.r3d] Page 21 05/01/2015 www.bccengineering.com Page 64 of 74 ALCompany ECCE Apr 30,2015 Designer RDM Job Number 12958 Checked By:- r, Model Name Gen-6 Feed System Envelope Member Section Forces (Continued) Member Sec AxiaIIkI LC v Shearfkl LC z Shear[k] LC Tor ue k-ft LC v-v Mome...LC z-z Moment k-ft LC 2701 IminI -.359 19 -.014 11 -.006 8 -.001 9 -.002 8 1 -.001 14 271 M28 1 max .781 10 .015 11 .002 21 .008 5 .019 5 1 .025 11 272 min -.558 14 -.005 14 -.029 5 -.001 21 -.003 19 -.02 14 273 2 max .777 10 .014 11 0 21 .008 5 .005 6 1 .018 11 274 min -.557 14 -.008 14 -.029 5 -.001 21 -.003 19 -.016 14 275 3 max .774 10 .013 11 -.001 19 .008 5 0 15 .011 18 276 min -.557 14 -.011 14 -.029 5 -.001 121 -.012 5 -.011 7 277 4 max .77 10 .013 11 0 18 .008 1 5 -.002 15 .004 18 278 min -.557 14 -.013 14 -.029 5 -.001 21 -.028 5 -.006 7 279 5 max .767 10 .012 19 0 17 .008 5 -.004 17 .003 14 280 min -.557 14 -.016 6 -.029 5 -.001 21 -.043 5 -.003 11 281 M29 1 max .781 6 .015 7 .029 5 .001 20 .003 15 .025 7 282 min -.558 18 -.005 18 -.002 20 -.008 5 -.019 5 -.02 18 283 2 max .777 6 .014 7 .029 5 1 .001 20 .003 15 .018 6 284 min -.557 18 -.008 18 0 20 -.008 5 -.005 10 -.016 18 285 3 max .774 6 .013 7 .029 5 1 .001 20 .012 5 .011 14 286 min -.557 18 -.011 18 .001 15 -.008 5 0 19 -.011 11 287 4 max .77 6 .013 7 .029 5 1 .001 20 .028 5 .004 14 288 min -.557 18 -.013 18 0 14 -.008 5 .002 19 -.006 11 289 5 max .767 6 .012 15 .029 5 .001 20 .043 5 .003 18 290 min -.557 18 -.016 10 0 16 -.008 5 .004 16 -.003 7 291 M30 1 max .162 9 .731 5 .106 10 0 10 .078 6 .095 5 292 min -.162 21 .069 21 -.106 6 0 6 -.078 10 .01 21 293 2 max .123 9 .381 5 .066 10 0 10 .012 6 -.029 17 294 min -.122 21 .036 21 -.066 6 0 6 -.012 10 -.334 5 295 3 max .083 9 .03 5 .026 10 0 10 .024 18 -.045 17 296 min -.083 21 .003 21 -.026 6 0 6 -.024 14 -.492 5 297 4 max .043 9 -.029 17 .013 15 0 10 .029 10 -.035 17 298 min -.043 21 -.32 5 -.013 19 0 6 -.029 6 -.38 5 299 5 max .004 9 -.062 17 .053 15 0 10 .004 10 .001 5 300 min -.003 21 -.67 5 -.053 19 0 6 -.004 6 0 16 301 M31 1 max -.076 20 .107 8 .099 7 0 6 .119 18 .26 8 302 min -1.564 5 -.126 13 -.093 18 0 19 -.126 7 -.147 21 303 2 max -.1 20 .086 16 .074 7 0 6 .045 18 .309 5 304 min -1.564 5 -.217 13 -.068 18 0 19 -.047 7 -.022 121 305 3 max .108 13 .769 5 .063 7 .002 10 .017 8 1.012 5 306 IminI -.093 16 .075 15 -.058 18 -.001 15 -.014 21 .097 15 307 4 max .083 13 .559 5 1 .048 12 .002 10 .054 7 .403 5 308 min -.068 16 .054 15 -.043 17 -.001 15 -.046 18 .039 15 309 5 max .059 13 .349 5 1 .041 13 .002 10 .081 12 -.001 16 310 min -.044 16 .033 15 -.036 16 -.001 15 -.069 17 -.014 5 311 M32 1 max .092 21 .185 17 .119 15 .001 7 .142 10 .384 9 312 min -2.565 5 -.23 12 -.121 10 0 18 -.14 15 -.243 20 313 2 max .06 21 .158 17 .087 15 .001 7 .047 9 .419 5 314 min -2.565 5 -.355 12 -.089 10 0 18 -.047 20 -.032 20 315 3 max .453 13 1.368 5 .064 20 .001 118 .018 14 1.42 5 316 min -.435 16 .11 17 -.065 9 -.002 7 -.019 11 .139 17 317 4 max .417 13 1.039 5 .053 120 .001 18 .055 115 .323 5 318 min -.398 16 .079 17 -.054 9 -.002 7 -.057 10 .016 15 319 5 max .388 13 .789 5 .055 21 .001 18 .098 20 .006 18 320 min -.37 16 .055 117 -.056 8 -.002 7 -.101 9 -.509 321 M33 1 max .024 15 .466 5 .071 9 .005 5 .051 20 .603 5 322 min -.18 5 .015 18 -.055 20 0 2 -.071 9 -.027 1-8- 323 2 max .021 20 .458 5 .065 9 .005 5 .015 10 .065 7 324 min -.18 5 .01 18 -.049 20 0 20 -. 15 15 -.041 18 325 3 max .077 18 .451 5 .059 9 .005 5 .086 9 -.048 15 326 min -.181 7 -.1 4 1 -.043 20 -.003 9 -.067 201 -.5 5 RISA-3D Version 13.0.0 [TA...\...\...\...\Gen-6 Feed System 2015\RISA\12958_Gen6_v01.r3d] Page 22 05/01/2015 www.bccengineering.com Page 65 of 74 ALCompany ECCE Apr 30,2015 Designer RDM Job Number 12958 Checked By:- G Model Name Gen-6 Feed System Envelope Member Section Forces (Continued) Member Sec Axialrkl LC v Shearfkl LC z Shearrkl LC Tor ue k-ft LC Mome...LC z-z Momentrk-ftl LC 3271 4 max .083 18 0 15 .031 191 0 20 .014 15 .036 18 328 min -.186 7 -.379 5 -.047 6 -.005 5 -.014 10 -.068 7 329 5 max .089 18 -.006 15 .032 19 0 20 .027 19 .412 5 330 min -.192 7 -.387 5 -.048 6 -.005 5 -.046 6 -.046 15 331 M34 1 max .134 14 .554 5 .162 17 -.001 15 .123 20 .448 5 332 min -.138 11 .058 18 -.179 12 -.015 5 -.247 9 -.071 17 333 2 max .12 14 .536 5 .149 17 -.001 15 .042 8 .037 15 334 min -.125 11 .047 18 -.166 12 -.015 5 -.026 21 1 -.168 5 335 3 max .107 14 .518 5 .135 17 .006 12 .289 9 -.044 14 336 min -.111 11 -.035 19 -.152 12 -.015 5 -.149 20 -.765 5 337 4 max .04 16 -.022 15 .047 11 .014 5 .153 9 -.017 16 338 min -.045 13 -.332 5 -.032 14 .001 16 -.081 20 -.396 5 339 5 max .036 16 -.033 15 .059 13 .014 5 .062 17 .029 17 340 min -.041 13 -.349 5 -.044 16 .001 16 -.074 12 -.033 12 341 M35 1 max 3.302 5 .02 20 .029 7 .003 18 .057 18 .086 20 342 min .095 17 -.367 5 -.029 18 -.003 7 -.057 7 -.209 5 343 2 max 3.3 5 .021 20 .026 7 .003 18 .04 10 .08 12 344 min .095 17 -.37 5 -.026 18 -.003 7 -.04 7 -.07 17 345 3 max 3.297 5 .021 20 .023 7 .003 18 .025 10 249 5 346 min .096 17 -.373 5 -.023 18 -.003 7 -.025 15 -.004 17 347 4 max 3.294 5 .022 20 .02 7 .003 18 .013 9 .48 5 348 min .096 17 -.376 5 -.02 18 -.003 7 -.013 20 .048 20 349 5 max 3.291 5 .022 20 .017 7 .003 18 .003 8 .714 5 350 min .097 17 -.379 5 -.017 18 -.003 7 -.002 21 .034 20 351 M36 1 max 1.97 5 .014 21 .027 15 .003 18 .052 10 .053 21 352 min .125 16 -.278 5 -.027 10 -.004 7 -.052 15 -.183 5 353 2 max 1.967 5 .014 21 .024 15 .003 18 .036 18 .044 21 354 min .125 16 -.281 5 -.024 10 -.004 7 -.036 7 -.05 8 355 3 max 1.964 5 .014 21 .021 15 .003 18 .023 18 .165 5 356 min .126 16 -.284 5 -.021 10 -.004 7 -.023 7 .002 16 357 4 max 1.962 5 .015 21 .018 15 .003 118 .011 17 .342 5 358 min .126 16 -.287 5 -.018 10 -.004 7 -.011 12 .025 20 359 5 max 1.959 5 .015 21 .015 15 .003 18 .002 17 .52 5 360 min .126 16 -.29 5 -.015 10 -.004 7 -.002 12 .017 20 361 M37 1 max .097 19 .17 15 .112 20 0 21 .134 9 .354 7 362 min -2.468 5 -.21 10 -.114 9 -.001 8 -.131 20 -.222 18 363 2 max .066 19 .144 15 .081 20 0 21 .048 10 .392 5 364 min 1 -2.468 5 -.329 10 -.083 9 -.001 8 -.047 15 -.027 18 365 3 max .406 19 1.289 5 .06 15 .001 8 .019 21 1.333 5 366 min 1 -.416 6 .096 20 -.062 10 -.001 21 -.019 8 .13 15 367 4 max .371 19 .974 5 .049 15 .001 8 .048 20 .303 5 368 min 1 -.381 6 .066 20 -.052 10 -.001 21 -.051 9 .013 16 369 5 max .344 19 .739 5 .053 14 .001 8 .088 15 .015 20 370 min -.354 6 .044 20 -.056 1 -.001 21 -.092 10 -.477 371 M38 1 max 3.119 5 .017 18 .027 120 .003 10 .054 9 .078 18 72 min .101 15 -.343 5 -.028 9 - 15 -.052 20 -.194 5 373 2 max 3.116 5 .017 18 .024 20 .003 10 .038 9 .074 10 74 min .102 15 -.346 5 -.02 3 -.036 20 -.064 1 375 3 maxI 3.113 5 .018 18 .021 20 .003 10 .024 10 .234 5 in .102 15 -.34 5 -.022 1 -.024 15 -.003 15 377 4 max 3.11 5 .018 18 .018 20 003 10 .013 18 .45 5 378 min .102 15 -.351 5 -.019 9 -.003 1 -.013 7 .045 18 379 5 max 3.108 5 .018 18 .016 15 .003 10 .003 19 .669 5 380 min .103 15 -.354 5 -.017 10 -.003 15 -.004 6 .034 18 381 M39 1 max -.137 18 .138 14 .093 12 0 21 .117 17 .287 6 382 min -1.493 5 -.161 11 -.091 17 0 8 -.119 12 -.19 19 383 2 max -.146 17 .119 14 .069 12 0 21 .047 18 .282 5 RISA-3D Version 13.0.0 [TA...\...\...\...\Gen-6 Feed System 2015\RISA\12958_Gen6 v01.r3d] Page 23 05/01/2015 www.bccengineering.com Page 66 of 74 r � ALCompany ECCE Apr 30,2015 Designer RDM Job Number 12958 Checked By:- An, Model Name Gen-6 Feed System Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v Shear[kI LC z Shear[kI LC Tor ue k-ft LC v-v Mome...LC z-z Momentfk-ftl LC 3841 Iminl -1.493 5 -.247 11 -.068 17 0 8 -.047 7 -.037 19 385 3 max .035 19 .706 5 .062 7 .001 16 .013 11 .924 5 386 min -.052 6 .066 17 -.059 18 -.002 13 -.012 14 .084 17 387 4 max .02 21 .511 5 .055 7 .001 16 .053 12 .366 5 388 min -.036 8 .046 17 -.052 18 -.002 13 -.048 17 .032 17 389 5 max .022 20 .315 5 .049 6 .001 16 .095 7 -.001 21 390 min -.038 9 .027 17 -.046 19 -.002 13 -.088 18 -.013 5 391 M40 1 max 1.823 5 .027 19 .027 12 .003 9 .049 17 .073 19 392 min .07 14 -.248 5 -.026 17 -.003 20 -.053 12 -.164 6 393 2 max 1.82 5 .028 19 .024 12 .003 9 .034 17 .056 19 394 min .07 14 -.251 5 -.023 17 -.003 20 -.037 12 -.061 6 395 3 max 1.818 5 .028 19 .021 12 .003 9 .023 18 .147 5 396 min .07 14 -.254 5 -.02 17 -.003 20 -.024 7 -.005 14 397 4 max 1.815 5 .028 19 .018 12 .003 9 .013 18 .305 5 398 min .071 14 -.257 5 -.016 17 -.003 20 -.013 7 .02 18 399 5 max 1.812 5 .029 19 .017 7 .003 9 .003 11 .464 5 400 min .071 14 -.26 5 -.015 18 -.003 20 1 -.003 14 .003 19 401 M41 1 max .123 8 .521 5 .131 18 .014 5 .15 15 .418 5 402 min -.122 21 .051 20 -.145' 7 0 17 -.267' 10 -.004 19 403 2 max .114 6 .504 5 .119 18 .014 5 .049 12 .025 17 404 min -.113 19 .041 20 -.133 7 0 17 -.041 17 -.119 5 405 3 max .11 6 .487 5 .106 18 .014 5 .212 5 -.036 17 406 min -.11 19 -.037 21 -.12 7 -.006 8 -.062 15 -.643 5 407 4 max .053 6 -.016 17 .046 10 -.001 21 .101 5 -.008 18 408 min -.05 19 -.299 5 -.029 15 -.013 5 -.037 15 -.332 5 409 5 max .049 6 -.027 17 .038 9 -.001 21 .08 18 .036 18 410 min -.046 19 -.315 5 -.022 20 -.013 5 -.087 7 -.038 7 411 M42 1 max .015 18 .562 5 .109 19 0 19 .085 15 .74 5 412 min -.334 5 -.059 20 -.119 6 -.016 5 -.249 5 -.227 21 413 2 max .011 18 .545 5 1 .096 19 0 19 .009 19 .238 9 414 min -.334 5 -.07 20 -.106 6 -.016 5 1 -.016 6 -.148 20 415 3 max .078 21 .529 5 .083 19 .009 7 .213 5 -.02 19 416 min -.338 5 -.232 12 -.094 6 -.016 5 -.091 15 -.399 5 417 4 max .091 21 .103 17 .034 14 .016 5 .019 5 .135 20 418 min -.338 5 -.26 5 -.075 11 0 18 -.002 21 -.239 9 419 5 max .104 21 .092 17 .046 14 .016 5 .068 16 .329 12 420 min -.338 5 -.277 5 -.087 11 0 18 -.177 5 -.284 17 421 M43 1 max .136 16 .832 5 .068 19 0 5 .07 9 .028 5 422 min -.168 13 .075 16 -.069 6 0 21 -.069 20 .002 14 423 2 max .091 16 .419 5 .037 21 0 5 .056 10 -.049 19 424 min -.123 13 .038 16 -.038 8 0 21 1 -.055 15 -.545 5 425 3 max .046 16 .005 5 .043 20 0 5 1 .038 10 -.066 17 426 min -.079 13 0 16 -.043 9 0 21 -.038 15 -.739 5 427 4 max .002 16 -.036 21 .086 15 0 5 .03 12 -.049 17 428 min -.056 5 -.408 5 -.086 10 0 21 -.03 9 -.554 5 429 5 max .031 20 -.074 21 .131 15 0 5 .12 15 .01 5 430 min -.063 9 -.822 5 1 -.131 10 0 21 -.12 10 0 20 431 M44 1 max .088 7 .769 5 .056 16 0 17 .09 10 .027 5 432 min -.057 18 .069 14 -.058 13 0 5 -.085 15 .002 17 433 2 max .052 5 .384 5 .043 14 0 17 .059 9 -.044 15 434 min -.015 17 .034 14 -.045 11 0 5 -.056 20 -.502 5 435 3 max .055 11 0 19 .054 15 0 17 .028 9 -.06 15 436 min -.024 14 -.002 5 -.057 10 0 5 -.027 20 -.677 5 437 4 max .097 11 -.035 19 .095 20 0 17 .047 15 -.043 15 438 min -.066 14 -.387 5 -.097 9 0 5 -.049 10 -.499 5 439 5 max .139 11 -.07 19 .137 20 0 17 .147 20 .033 5 L4401 I min -.109 1141 -.772 5 -.139 1 9 0 5 1 -.151 9 0 LM RISA-3D Version 13.0.0 [TA...\...\...\...\Gen-6 Feed System 2015\RISA\12958_Gen6_v01.r3d1 Page 24 05/01/2015 www.bccengineering.com Page 67 of 74 ALCompany BCCE Apr 30,2015 Designer RDM Job Number 12958 Checked By:- r_ Model Name Gen-6 Feed System Envelope Member Section Forces (Continued) Member Sec AxialfkI LC v Sheadkl LC z Sheadkl LC Tor ue k-ftLC v-v Mome...LC z-z Momentlk-ftl LC 441 M45 1 max .286 14 .218 5 1 .044 141 0 9 .086 10 .655 5 442 min -.289 11 -.008 20 -.045 11 0 20 -.082 15 -.025 20 443 2 max .281 14 .165 5 .037 15 0 9 .035 9 .398 5 444 min -.284 11 -.016 20 -.038 10 0 20 -.033 20 -.01 20 445 3 max .27 14 .033 17 .026 20 0 9 .018 14 .275 5 446 min -.273 11 -.039 12 -.028 9 0 20 -.018 11 .004 19 447 4 max .265 16 .014 17 .037 20 0 9 .036 15 .421 5 448 min -.268 13 -.182 5 1 -.039 9 0 20 -.038 10 -.006 18 449 5 max .27 16 .005 17 .045 21 0 9 .087 20 .7 5 450 min -.274 13 -.235 5 1 -.046 8 0 20 -.091 9 -.012 18 451 M46 1 max .114 18 .112 18 .091 12 .223 6 .039 12 .23 18 452 min -.138 7 -.367 5 -.085 17 -.196 19 -.038 17 -.297 7 453 2 max .114 18 .112 18 .091 12 .223 6 .19 12 .591 5 454 min -.138 7 -.367 5 -.085 17 -.196 19 -.178 17 -.148 14 455 3 max .114 18 .112 18 .077 20 1.929 5 .34 12 1.197 5 456 min -.151 7 -.618 7 -.112 9 .11 16 -.318 17 -1.14 7 457 4 max .082 18 1 .116 18 .077 20 1.929 5 .206 6 1 .174 5 458 min -.151 7 -.618 7 -.112 9 -.139 14 -.145 19 -.174 4 459 5 max .082 18 .116 18 .077 20 1.929 5 .211 7 1.176 5 460 min -.151 7 -.618 7 -.112 9 -.139 14 -.208 18 -.233 18 461 M47 1 max .114 14 .112 14 .085 16 .196 15 .038 16 .23 14 462 min -.138 11 -.367 5 -.091 13 -.223 10 -.039 13 -.297 11 463 2 max .114 14 .112 14 .085 16 .196 15 .178 16 .591 5 464 IminI -.138 11 -.367 5 1 -.091 13 -.223 10 -.19 13 -.148 18 465 3 max .114 14 .112 14 .112 8 -.11 17 .318 16 1.197 5 466 min -.151 11 -.618 11 -.077 21 -1.929 5 1 -.34 13 -1.14 11 467 4 max .082 14 .116 14 .112 8 .139 18 .145 15 .174 5 468 min -.151 11 -.618 11 -.077 21 -1.929 5 1 -.206 10 -.174 4 469 5 max .082 14 .116 14 .112 8 .139 18 .208 14 1.176 5 470 min -.151 11 -.618 11 -.077 21 -1.929 5 1 -.211 11 -.233 14 471 M48 1 max -.035 17 1.982 9 .156 10 3.016 6 .13 20 2.171 18 472 min -.55 5 -.927 20 -.148 15 -1.483 19 -.142 9 -2.302 7 473 2 max -.035 17 1.982 9 .156 10 3.016 6 .216 19 -.399 19 474 min -.55 5 -.927 20 -.148 15 -1.483 19 -.216 6 -1.469 6 475 3 max -.04 16 1.982 9 .156 10 2.657 5 .444 18 -2.028 19 476 min -.55 5 -1.985 7 -.158 20 -3.66 6 -.433 7 -4.542 9 477 4 max .04 14 .982 18 .178 9 2.215 19 .17 13 -.411 16 478 min -.451 5 -1.985 7 -.158 20 -3.66 6 -.131 16 -1.205 13 479 5 max .04 14 .982 18 .178 9 2.215 1191 .237 9 1 2.247 7 480 min -.451 5 -1.985 7 -.158 20 -3.66 6 -.165 20 -2.209 18 481 M49 1 max .275 19 2.414 6 .144 7 2.324 20 .235 20 3.098 6 482 min -.993 5 -.713 19 -.109 18 -2.375 9 -.263 9 -1.983 19 483 2 max .275 19 2.414 6 .144 7 2.324 20 .383 12 -.34 15 484 min -.993 5 -.713 19 -.109 18 -2.37 9 -.355 17 -1 10 4851 3 max .275 19 2.414 6 .144 7 2.324 20 .553 7 -1.988 12 486 min -.993 5 -1.534 19 -.067 17 -2.375 9 -.467 1 487 4 max .116 19 1.51 6 .002 15 2.294 10 .08 8 -.401 16 4 8 min -.95 5 -1. 4 19 -.04 -2.21 1 21 -1,064 1 489 5 max 116 19 1.51 6 .002 15 2.294 10 .047 6 1.897 19 490 min -.95 5 -1.534 19 -.04 5 -2.215 115, -.045 1 -3,322 6 Envelope AISC 13th(360-05): LRFD Steel Code Checks Member Shape Code Check Loc hear...Loc[ftl Dir LC phi*Pnc... hi*Pn k hi*Mn .. hi*Mn z...C E n 1 1 M1 I HSS6x6x4 .099 12.6 5 1 .020 1 .5 1 z 15184.204216.936 38.64 1 38.64 12•••H1-1b 2 1 M2 IHSS6x6x4I .096 12.6 16 1 .016 12.6 1 y 16 1184.2041216.9361 38.64 1 38.64 11...[F 1 b RISA-3D Version 13.0.0 [TA...\...\...\...\Gen-6 Feed System 2015\RISA\12958_Gen6_v01.r3d] Page 25 05/01/2015 www.bccengineering.com Page 68 of 74 tIL;o 69 aged wor2uuaau!gua:)3q-mmm STOZ/10/SO 9Z a6ed [P£J'40/�-9uaJ 896Z 6\VSI21\91 OZ walsAS p99=1 9-uaE)\...\...\...\.""\:ll 0'0'£6 uoisJ9A Q£-VSI2l 6'6 8'996 LE 1994S SIH Idol a 17' 8'bZ b 9 6X9M Z66V Z 6 L' 17'8£ 17 bX9X9SSH 9ti'JJ 009`d 6 6 0 Z'EZ 8 EXZXZSSH 9b'aJ 009`d 06 Z' ST E 9XbX9l 9E'aJ 9EH 6 E' f% b E'9 LX901N WiD 9Ed -g- o 61 Z Z'8X90 9£'JJ 9Eb' L Z' 61V Z 6 b'9X17o 9£'J J 9EV 9 1991S MR:]30H 9 b 0 b'8Z Z6 lejauaE)Idol £ 0 b'8Z Z6 0191H Z IeiauaLz) 6 N 34 PAA )Jql ual saoa!d az!s !eualeW 4091fel lelaajew g6-6H £86'9 Z'6 MIS; Z'86 s A 98L'9 960' Z6 98L'S 8E 6' b'9X17o 917W L£ q6-M....Ll £86'9 Z'6 Z6619 99'OE 9 L99'E 1790' 6 L99'£ 6Z 6' 17'9X170 1717W 9E g6-6H....1 I £86'9 Z'6 Z6619 S9'OE 9 A 0 890' 9 ££e"L 6Z6' b'9Xb0 E17W 9E 6-ZH "'z 69£'96 606'9 1796'966 EZ9'88 9 0 6E0' 9 0 006' 9XVX91 Z17W 17£ 6-ZH "'L 998'£6 17L617 1796'966 EZ9'88 9w 0 LZO' 9 9Z'Z 680' 9XVX91 617W E£ %-6H'"'z £86'9 Z'6 ZW6 9 99b'Ob L 68Z'L ZZO' 9 sLv"z 660' 17'9X170 OVA ZE %-6H"'"L £86'9 Z'6 Z66'69 99'0£ S A LSL'L 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RISA-3D Version 13.0.0 [TA...\...\...\...\Gen-6 Feed System 2015\RISA\12958_Gen6_v01.r3d] Page 27 05/01/2015 www.bccengineering.com Page 70 of 74 • Anchor DesignerT"' Company: BCCE Date: 4/7/2015 Engineer: RDM Page: 1/4 Software Project: Anchorage Version 2.3.5555.1 Address: 9925 SW Nimbus Ave Suite 110 Phone: 503-213-2013 E-mail: I ryan.mcgraw@bccengineering.com 1.Prp1ect information Customer company:TR Miles Project description:Anchorage Design Customer contact name:TR Miles Location:Tigard,OR Customer e-mail: Fastening description: Comment: 2.Input Data&Anchor Parameters General Base Material Design method:ACI 318-11 Concrete: Normal-weight Units: Imperial units Concrete thickness,h(inch):8.00 State:Cracked Anchor Information: Compressive strength,fe(psi):3000 Anchor type: Bonded anchor W.,v: 1.0 Material: F1554 Grade 36 Reinforcement condition: B tension, B shear Diameter(inch):0.750 Supplemental reinforcement:Not applicable Effective Embedment depth,hef(inch):4.000 Do not evaluate concrete breakout in tension:No Code report: IAPMO UES ER-263 Do not evaluate concrete breakout in shear:Yes Anchor category:- Hole condition: Dry concrete Anchor ductility:Yes Inspection:Continuous hmn(inch):7.75 Temperature range:2 cac(inch):6.70 Ignore 6do requirement: Not applicable Corn(inch):1.75 Build-up grout pad:No Sorin(Inch):3.00 Base Plate Load and Geometry Length x Width x Thickness(inch):6.00 x 10.00 x 0.50 Load factor source:ACI 318 Section 9.2 Yield stress:36000 psi Load combination:not set Seismic design:Yes Profile type/size:HSS4X4X1/4 Anchors subjected to sustained tension:No Ductility section for tension:D.3.3.4.2 not applicalae Ductility section for shear: D.3.3.5.2 not applicable Do factor:not set Apply entire shear load at front row:No 1100 Ib Anchors only resisting wind and/or seismic loads:Y <Figure 1> 600 Ib 0 lb - 17 Y-W. Y 0 ft-Ib iv a 0 -Ib r:.. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com 05/01/2015 www.bccengineering.com Page 71 of 74 Anchor DesignerTM Company: BCCE Date: 4M2015 Software Engineer: RDM Page: 2/4 Project: Anchorage Version 2.3.5555.1 Address: 9925 SW Nimbus Ave Suite 110 Phone: 503-213-2013 1 E-mail: I ryan.mcgraw@bccengineering.com <Figure 2> 10.00 2.501 "'X 7 F 1,�2 2' U CD U; 5' b. wflzt N- R� Recommended Anchor Anchor Name:AT-XP@-AT-XP w/3/4"0 F1554 Gr.36 Code Report Listing: IAPMO LIES ER-263 Ali '71 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com 05/01/2015 www.bccengineering.com Page 72 of 74 • Anchor DesignerT^" Company: BCCE Date: 4/7/2015 Engineer: RDM I Page: 3/4 Software Project: Anchorage Version 2.3.5555.1 Address: 9925 SW Nimbus Ave Suite 110 0 Phone: 503-213-2013 E-mail: I ryan.mcgraw@bccengineering.com 3.Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, Nu.(lb) Vu..(lb) Way(lb) J(Vu..)2.(Vuay)2(lb) 1 3610.9 0.0 600.0 600.0 Sum 3610.9 0.0 600.0 600.0 Maximum concrete compression strain(%e):0.21 <Figure 3> Maximum concrete compression stress(psi):906 Resultant tension force(lb):3611 Resultant compression force(lb):2511 Eccentricity of resultant tension forces in x-axis,e'N.(inch):0.00 Eccentricity of resultant tension forces in y-axis,e'Ny(inch):0.00 Y Eccentricity of resultant shear forces in x-axis,e'v.(inch):0.00 O 1 Eccentricity of resultant shear forces in y-axis,e'vy(inch):0.00 01111- XT 4.Steel Strength of Anchor in Tension(Sec.D.5.11 Nse(Ib) 0 ON.(I b) 19370 0.75 14528 S.Concrete Breakout Strength of Anchor in Tension(Sec.D.5.2) Nb=kcA.4fchet15(Eq.D-6) kc A. fc(psi) het(In) Nb(Ib) 17.0 1.00 3000 4.000 7449 0.750Ncb=0.750(ANcI ANco)Y'ed,NVc,NYcp,NNb(Sec.D.4.1 &Eq.D-3) ANc(int) ANco(int Y'ed,N Yc,N `Ycp,N Nb(lb) 0 0.75^b(lb) 144.00 144.00 1.000 1.00 1.000 7449 0.65 3631 6.Adhesive Strength of Anchor in Tension(Sec.5.5) Tk,cr=Acrfshort-termKsatamseis Tk,cr(psi) Ahort-term {sat akN is A,cr(psi) 950 1.00 1.00 0.85 808 Nba=A arcr2rdahet(Eq.D-22) A a rcr(psi) da(in) het(in) Nba(lb) 1.00 808 0.75 4.000 7611 0.750Na=0.750(ANaI ANao)Wed,NaYcp,NaNba(Sec. D.4.1 &Eq.D-18) ANa(int) ANao(int) Y'ed,N. Wp,Na Nao(lb) 0 0.750Na(lb) 362.05 362.05 1.000 1.000 7611 0.65 3710 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com 05/01/2015 www.bccengineering.com Page 73 of 74 r ►l s • Anchor DesignerT" Company: BCCE Date: 4/7/2015 Engineer: RDM Page: 4/4 Software Project: Anchorage Version 2.3.5555.1 Address: 9925 SW Nimbus Ave Suite 110 m Phone: 503-213-2013 E-mail: I ryan.mcgraw@bccengineering.com 8.Steel Strength of Anchor in Shear(Sec.D.6.11 Vsa(lb) 09.ut 0 av,,s s OgmutayseisOVsa(lb) 11625 1.0 0.65 0.85 6423 10.Concrete Pryout Strength of Anchor in Shear(Sec.D.6.31 OWp=ominikcpNa;kc^bI_Ominlkcp(ANalANaO)Wed,Na'/op,NaNba;kcp(ANcIANco)Ved,N''c,NWcp,NNbl(Eq. D-40) kcp ANa(m2) AW(In2) 'Pe d,N. `f cp,N. Nb.(Ib) Na(Ib) 2.0 362.05 362.05 1.000 1.000 7611 7611 ANc(In2) AN-(In2) Wed,N 'Yc,N T p,N Nb(lb) NO(lb) 0 OVcp(lb) 144.00 144.00 1.000 1.000 1.000 7449 7449 0.70 10429 11.Results Interaction of Tensile and Shear Forces(Sec.D.71 Tension Factored Load,Nua(lb) Design Strength,oNn(lb) Ratio Status Steel 3611 14528 0.25 Pass Concrete breakout 3611 3631 0.99 Pass(Governs) Adhesive 3611 3710 0.97 Pass Shear Factored Load,Via(lb) Design Strength,OW(lb) Ratio Status Steel 600 6423 0.09 Pass(Governs) Pryout 600 10429 0.06 Pass Interaction check N-10M V„10V„ Combined Ratio Permissible Status Sec. D.7.1 0.99 0.00 99.4% 1.0 Pass AT-XP w/3/4"0 F1554 Gr.36 with hef=4.000 inch meets the selected design criteria. 12.Warnings -Concrete breakout strength in shear has not been evaluated against applied shear load(s)per designer option. Refer to ACI 318 Section D.4.2.1 for conditions where calculations of the concrete breakout strength may not be required. -Per designer input,the tensile component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor tensile force associated with the same load combination.Therefore the ductility requirements of D.3.3.4.3 for tension need not be satisfied—designer to verify. -Per designer input,the shear component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor shear force associated with the same load combination.Therefore the ductility requirements of D.3.3.5.3 for shear need not be satisfied—designer to verify. Designer must exercise own judgement to determine if this design is suitable. Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com 05/01/2015 www.bccengineering.com Page 74 of 74