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.3 7 7 ale{,p4 ,. 5- i i i -C� — c�C�(` \ iv, . a 106 Structural Calculations e uk G For t Abercrombie & Fitch #972 For Rear Wall Washington Square Mall Tigard, OR Prepared by: THORSON BAKER & Associates, Inc. 3030 W. Streetsboro Road Richfield, Ohio 44286 Date: January 27, 2006 p PR " � c '� �G1 N CF ` / o 'L 17417 41 cc 4:11 1111111 6 0 AS' xooso6sgi;nn9saanzoose9 culamnaoc 3/7/2006 :` M22 M23 M24 M25 M26 M27 ti— N4 N8 N13 N18 N23 N27 N32-1.3k M16 M17 M18 M19 M20 M21 N3 N7 N12 N17 N22 N26 N31 ` cr M14 - M15 a, . n � N33 Z N16 � N21 2 1 V30 -2.5k M8 M9 M10 M11 M12 M13 N2 N6 N10 N15 N20 N25 N29 N1 - 415 l N9 4 N14 'N19 4x24 4 N28 Loads: BLC 1, Lateral Results for LC 1, Lateral Thorson & Baker Associat... A&F - Washington Square Mall (Rear Storefront Wall) PF Feb 24, 2006 at 3:11 PM 2005 -0689 Frame.r3d Company : Thorson & Baker Associates, Inc. Feb 24, 2006 Designer : PF 3:12 PM Job Number : 2005 -0689 A&F - Washington Square Mall (Rear Storefront Wall) Checked By: Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in ^2) 144 Merge Tolerance (in) .12 P -Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 99: ASD NDS Wood Code NDS 91: ASD NDS Temperature < 100F Concrete Code ACI 1999 _ Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm (\1E5 F) Densitv[k/ft"3] Yield[ksi] 1 A36 29000 11154 .3 .65 .49 36 2 A572Grade50 29000 11154 .3 .65 .49 50 3 A992 29000 11154 .3 .65 .49 50 4 A50042 29000 " 11154 .3 .65 .49 42 5 A500 _ 46 29000 11154 .3 .65 .49 46 Hot Rolled Steel Section Sets Label Shape Design List Type Material Design Rules A [in2] lyy [in4] Izz [in4] J [in4] • 1 Column HSS6X6X6 Tube Column A500 46 Typical 7.57 39.428 39.428 64.587 2 Beam HSS6X6X6 Tube Beam A500_46 Typical 7.57 39.428 39.428 64.587 Member Primary Data Label I Joint J Joint K Joint Rotate(dea) Section /Shape Design List Type Material Design Ru es 1 M1 N1 N4 Column Tube Column A500 46 Tvpica 2- M2 N5 N8 Column Tube . Column A500 46 Typica 3 M3 N9 N13 Column Tube Column A500 Tvpica 4 - M4 N14 N18 Column Tube Column A500 Typica 5 M5 N19 N23 Column Tube Column A500 46 Tvpica 6 M6 • N24 N27 Column ' Tube Column A500 46 Typica 7 M7 N28 N32 Column Tube Column A500 46 Tvpica . 8 M8 N2 N6 Beam Tube Beam A500 46 Tvpica 9 M9 N6 N10 Beam Tube Beam A500 46 Tvpica ' 10 M10 N10 N15 - Beam Tube Beam A500_46 Typica 11 M11 N15 N20 Beam Tube Beam A500 46 Tvoica 12' M12 N20 N25 Beam Tube ' Beam A500_46 Typica 13 M13 N25 N29 Beam Tube Beam A500 Tvoica 14 M14 N33 N16 Beam , , Tube Beam A500 46 Typica 15 M15 N16 N21 Beam Tube Beam A500_46 Tvpica RISA -3D Version 5.0d [X:\2005\2005- 0689\ Engineering\ Engineering - Structural \RISADATA \Frame.r3d] Page 1 Company : Thorson & Baker Associates, Inc. Feb 24, 2006 Designer : PF 3:12 PM Job Number : 2005 -0689 A &F - Washington Square Mall (Rear Storefront Wall) Checked By: Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate(deal Section /Shane Design List Tvoe Material Design Ru es 16 M16 N3 N7 Beam Tube Beam A500_46 Typica 17 M17 N7 N12 Beam Tube Beam A500 TvDica 18 M18 N12 N17 Beam Tube Beam A500_46 Typica 19 M19 N17 N22 . Beam Tube Beam A500 46 Tunica 20 M20 N22 N26 Beam Tube Beam A500 Typica 21 M21 N26 N31 Beam Tube Beam A500 46 Typica 22 M22 N4 N8 Beam Tube Beam A500 46 Typica 23 M23 N8 N13 Beam Tube Beam A500 46 Tunica 24 M24 N13 N18 Beam Tube Beam A500 46 Tynica 25 M25 N18 N23 Beam Tube Beam A500 46 Tvnica 26 M26 N23 N27 Beam Tube Beam A500 46 Typica 27 M27 N27 N32 Beam Tube Beam A500_46 Typica . Member Advanced Data Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical TOM Inactive 1 M1 Yes • 2 M2 Yes 3 M3 Yes 4 M4 Yes 5 M5 Yes 6 M6 Yes 7 M7 Yes 8 M8 Yes 9 M9 Yes 10 M10 Yes 11 M11 Yes 12 M12 Yes 13 M13 Yes 14 M14 Yes 15 M15 1 Yes 16 M16 Yes • 17 M17 Yes 18 M18 Yes 19 M19 Yes . 20 M20 Yes 21 M21 Yes 22 M22 Yes 23 M23 Yes 24 , M24 Yes 25 M25 Yes 26 M26 F Yes 27 M27 Yes Joint Coordinates and Temperatures Label X [ft] Y Iftl Z [ft] Temp [,FF] Detach From Diap 1 N1 0 0 0 0 2 N2 0 13.021 0 0 3 N3 0 23.875 0 0 4 N4 0 35.0417 0 0 5 N5 17.67 0 0 0 6 N6 17.67 13.021 0 0 7 N7 17.67 23.875 0 0 8 N8 17.67 • 35.0417 0 0 9 N9 28.427 0 0 0 RISA -3D Version 5.0d [X:\2005\2005- 0689\ Engineering\ Engineering - Structural \RISADATA\Frame.r Page 2 Company : Thorson & Baker Associates, Inc. Feb 24, 2006 Designer : PF 3:12 PM Job Number : 2005 -0689 A&F - Washington Square Mall (Rear Storefront Wall) Checked By: .Joint Coordinates and Temperatures (Continued) Label X fftl Y fftl Z Eft] Tema fF1 Detach From Dian... 10 N10 28.427 13.021 0 0 11 N11 28.427 17.58 0 0 12 N12 28.427 23.875 0 0 13 N13 28.427 35.0417 0 0 14 N14 46.51 0 0 0 15 N15 46.51 13.021 0 0 16 N16 46.51 17.58 0 0 17 N17 46.51 23.875 0 0 18 N18 46.51 35.0417 0 0 19 N19 68.594 0 0 0 20 N20 68.594 13.021 0 0 21 N21 68.594 17.58 0 0 22 N22 68.594 23.875 0 0 23 N23 68.594 35.0417 0 0 . 24 N24 78.5 0 0 0 25 N25 78.5 13.021 0 0 26 N26 78.5 23.875 0 0 27 N27 78.5 35.0417 I 0 0 28 N28 96.031 0 I 0 0 29 N29 96.031 13.021 0 0 30 N30 96.031 17.58 I 0 0 31 N31 96.031 23.875 0 0 32 N32 96.031 35.0417 0 0 33 N33 28.427 17.52085 0 0 Joint Boundary Conditions Joint Label X [k/in] Y [k/iin] Z [k/in] X Rot.[k- ft/rad] Y Rot.[k- ft/rad] Z Rot.[k- ft/rad] 1 N1 Reaction Reaction Reaction 2 N5 Reaction Reaction • Reaction 3 N9 Reaction Reaction Reaction 4 N14 Reaction Reaction Reaction 5 N19 Reaction Reaction Reaction 6 N24 Reaction Reaction Reaction 7 N28 Reaction Reaction Reaction Hot Rolled Steel Design Parameters Label Shape Length[.. Lbvyfft] Lbzz[ft] Lcomp top...Lcomp bot.., yy Kzz Cm -yy Cm -zz Cb y sway z sw 1 M1 Column 35.042 2 M2 Column 35.042 . 3 M3 Column 35.042 4 M4 Column 35.042 5 M5 Column 35.042 6 M6 Column 35.042 7 M7 Column 35.042 8 M8 Beam 17.67 9 M9 Beam 10.757 10 M10 Beam 18.083 11 M11 Beam 22.084 12 M12 Beam 9.906 13 M13 Beam 17.531 14 M14 Beam 18.083 15 M15 , Beam 22.084 16 M16 Beam 17.67 17 M17 Beam 10.757 RISA -3D Version 5.0d [X:\2005\2005- 0689\ Engineering\ Engineering - Structural \RISADATA \Frame.r Page 3 Company : Thorson & Baker Associates, Inc. Feb 24, 2006 Designer : PF 3:12 PM Job Number : 2005 -0689 A&F - Washington Square Mall (Rear Storefront Wall) Checked By: Hot Rolled Steel Design Parameters (Continued) Label Shape Lenathf.., Lbwfftl Lbzzfftl Lcomo too.. Lcomo bot,.. Kw Kzz Cm -vv Cm -zz Cb v sway z sway 18 M18 Beam 18.083 19 M19 Beam 22.084 20 M20 Beam 9.906 21 M21 Beam 17.531 • 22 M22 Beam 17.67 23 M23 Beam 10.757 24 M24 Beam 18.083 • 25 M25 Beam 22.084 26 M26 Beam 9.906 27 M27 Beam 17.531 Member ASD Steel Code Checks LC Member Shape UC Max Loc[ft] Shear U... Loc[ft] Dir Fa[ksi] Ft[ksi] Fbvjksi] Fbzjksi] Cb Cmy Cmz Eqn ' 1 1 M1 HSS6X6X6 .205 12.776 .006 0 v 4.399 27.6 27.6 27.6 1 .6 .6 H1 -2 2 1 M2 HSS6X6X6 .259 12.776 .008 0 y 4.399 27.6 27.6 27.6 1 .6 .6 H1 -2 3 1 M3 HSS6X6X6 .250 12.776 .009 13.141 v 4.399 27.6 27.6 27.6 1 .6 .6 H2 -1 - 4 1 M4 HSS6X6X6 .231 12.776 .009 17.886 y 4.399 27.6 27.6 27.6 1 t .6 .6 H2 -1 5 1 M5 HSS6X6X6 .253 12.776 .008 0 v 4.399 27.6 1 27.6 27.6 1 .6 .6 H1 -2 6 1 M6 HSS6X6X6 .268 12.776 .008 0 y 4.399 27.6 27.6 27.6 1 .6 .6 H2 -1 7 1 M7 HSS6X6X6 .177 17.521 .018 13.141 y 4.399 27.6 27.6 27.6 1 .6 .6 H2 -1 8 1 M8 HSS6X6X6 .144 0 .006 0 y 15.757 27.6 30.36 30.36 2.3 .6 .269 H1-2 9 1 M9 HSS6X6X6 .165 10.757 .013 0 v 21.78 27.6 30.36 30.36 2.3 .6 .215 H1 -2 10 1 M10 HSS6X6X6 .121 18.083 .005 0 y 15.344 27.6 30.36 30.36 2.3 .6 .227 H1-2 11 1 M11 HSS6X6X6 .100 0 .004 0 v 11.075 27.6 30.36 30.36 2.3 .6 .227 H1-2 12 1 M12 HSS6X6X6 .172 0 .014 0 y 22.408. 27.6 30.36 30.36 2.3 .6 .229 H1 -2 13 1 M13 HSS6X6X6 .184 17.531 .008 0 v 15.894 27.6 30.36 30.36 2.3 .6 .307 H1-2 14 1 M14 HSS6X6X6 .084 0 .004 0 y 15.344 27.6 30.36 30.36 2.3 .6 .237 H1-2 15 1 M15 HSS6X6X6 .069 22.084 .003 0 v 11.075 27.6 30.36 30.36 2.3 .6 .239 H1 -2 16 1 M16 HSS6X6X6 .041 0 .002 0 y 15.757 27.6 30.36 30.36 2.3 .6 .218 H2 -1 17 1 M17 HSS6X6X6 .061 10.757 .005 0 v 21.78 27.6 30.36 30.36 2.3 .6 .21 H2 -1 18 1 M18 HSS6x6X6 .048 18.083 .002 0 y 15.344 27.6 30.36 30.36 2.3 .6 .238 H1-2 • 19 1 M19 HSS6X6X6 .043 0 .001 0 v 11.075 27.6 30.36 30.36 2.3 .6 .235 H1 -2 20 1 M20 HSS6X6X6 .074 9.906 .006 0 y 22.408 27.6 30.36 30.36 2.3 .6 .201 H1 -2 21 1 M21 HSS6X6X6 .033 0 .001 0 v 15.894 27.6 30.36 30.36 2.271 .6 .424 H1 -2 22 1 M22 HSS6X6X6 .024 0 .001 0 y 15.757 27.6 30.36 30.36 2.3 .6 .28 H1 -2 23 1 M23 HSS6X6X6 .025 10.757 .002 0 v 21.78 27.6 30.36 30.36 2.3 .6 .212 H1-2 24 1 M24 HSS6X6X6 .019 18.083 .001 0 y 15.344 27.6 30.36 30.36 2.3 .6 .214 H1-2 25 1 M25 HSS6X6X6 .017 0 .001 0 v 11.075 27.6 30.36 30.36 2.3 .6 .205 H1 -2 26 1 M26 HSS6x6X6 .027 0 .002 0 y 22.408 27.6 30.36 30.36 2.3 .6 .252 H1-2 27 1 M27 HSS6X6X6 .037 17.531 .001 0 y 15.894 27.6 30.36 30.36 2.3 .6 .329 H1 -2 Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Me... Surface (... 1 Lateral I None I I I 2 Load Combinations Description Solve PD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 1 I Lateral !Yes I 1 I 1 I I I I I I 1 1 1 I 1 • RISA -3D Version 5.0d [X:\2005\2005- 0689\ Engineering\ Engineering - Structural \RISADATA \Frame.r Page 4 Company : Thorson & Baker Associates, Inc. Feb 24, 2006 Designer : PF 3:12 PM Job Number : 2005 -0689 A&F - Washington Square Mall (Rear Storefront Wall) Checked By: Joint Loads and Enforced Displacements (BLC 1 : Lateral) Joint Label L,D.M Direction Magnitude[k.k -ft in,rad k's ^2/ft] 1 N32 L X -1.3 2 N30 L X -2.5 Joint Deflections LC Joint Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad]_ Z Rotation [rad] 1 1 N1 0 0 0 0 0 7.151e-3 2 1 N2 -.854 0 0 0 0 2.062e -3 3 1 N3 -1.011 0 0 0 0 5.145e-4 4. 1 N4 -1.09 0 0 0 0 3.5e -4 5 1 N5 0 0 0 0 0 7.605e -3 6 1 N6 -.855 0 0 0 0' 1.154e -3 7 1 N7 -1.011 0 0 0 0 4.482e -4 • 8 1 N8 -1.09 0 0 0 0 1.764e -4 9 1 N9 0 0 0 0 0 7.543e -3 10 1 N10 -.855 0 0 0 0 1.29e -3 11 1 N11 -.931 0 0 0 0 1.154e -3 12 1 N12 -1.011 0 0 0 0 4.817e -4 13 1 N13 -1.091 0 0 0 0 1.917e-4 14 1 N14 0 0 0 0 0 7.4e -3 15 1 N15 -.856 0 0 0 0 1.592e -3 16 1 N16 -.93 0 0 0 0 8.56e -4 17 1 N17 -1.011 0 0 0 0 6.526e -4 18 1 N18 -1.091 0 0 0 0 2.126e -4 19 1 N19 0 0 0 0 0 7.558e -3 20 1 N20 -.857 0 0 0 0 1.288e -3 21 1 N21 -.931 0 0 0 0 1.166e -3 22 1 N22 -1.012 0 0 0 0 4.951e-4 23 1 N23 -1.092 -.001 0 0 0 2.04e -4 24 1 N24 0 0 0 0 0 7.686e -3 25 1 N25 -.857 0 0 0 0 1.036e -3 . 26 1 N26 -1.013 0 0 0 0 4.983e-4 27 1 N27 -1.092 0 0 0 0 1.407e -4 28 1 N28 0 0 0 0 0 6.831e-3 29 1 N29 -.858 0 0 0 0 2.783e -3 30 1 N30 -.994 0 0 0 0 1.519e -3 31 1 N31 -1.014 0 0 0 0 - 3.73e -5 32 1 N32 -1.093 0 0 0 0 5.21e-4 33 1 N33 -.93 0 0 0 0 1.148e -3 Joint Reactions (By Combination) LC Joint Label X [k] Y [k] Z [k] MX [k -ft] MY [k -ft] MZ [k -ft] 1 1 N1 .477 .713 0 0 0 0 2 1 N5 .604 .775 0 0 0 0 3 1 N9 .586 -.557 0 0 0 0 4 1 N14 .544 -.299 0 0 0 0 5 1 N19 .587 1.061 0 0 0 0 6 1 N24 .623 -.932 0 0 0 0 7 1 N28 .379 -.761 0 0 0 0 8 1 Totals: 3.8 '0 0 9 1 COG (ft): NC NC NC RISA -3D Version 5.0d [X:\2005\2005- 0689\ Engineering\ Engineering - Structural \RISADATA \Frame.r3d] Page 5 Company : Thorson & Baker Associates, Inc. Feb 24, 2006 Designer : PF 3:12 PM Job Number : 2005 -0689 A&F - Washington Square Mall (Rear Storefront Wall) Checked By: Member Section Forces LC Member Label Sec Axial[k] y Shear[k] z Shear[k] Torque[k -ft] v -y Moment[k -..z -z Moment[k -... ' I 1 M1 1 .713 -.477 0 0 0 0 2 2 .713 -.477 0 0 0 4.175 • 3 3 .226 .067 0 0 0 1.194 4 4 .08 -.119 0 0 0 -.262 5 5 .08 -.119 0 0 0 .783 6 1 M2 1 .775 -.604 0 0 0 0 7 2 .775 -.604 0 0 0 5.294 8 3 .282 -.315 0 0 0 .224 9 4 .061 -.211 0 0 0 -.477 10 5 .061 -.211 0 0 0 1.371 11 1 M3 1 -.557 -.586 0 0 0 0 12 2 -.557 -.586 0 0 0 5.131 13 3 -.285 -.725 0 0 0 1.88 _ 14 4 -.082 -.194 0 0 0 -.41 15 5 -.082 -.194 0 0 0 1.289 16 1 M4 1 -.299 -.544 0 I 0 0 0 17 2 -.299 -.544 0 I 0 0 4.766 ' 18 3 -.162 -.575 0 0 0 2.558 19 4 -.017 -.123 0 0 0 -.079 20 5 -.017 -.123 0 0 0 1.002 21 1 M5 1 1.061 -.587 0 0 0 0 22 2 .1.061 -.587 0 0 0 5.145 23 3 .252 -.507 0 ( 0 0 1.337 24 4 .106 -.184 0 0 0 -.379 25 5 .106 -.184 0 0 0 1.237 26 1 M6 1 -.932 -.623 0 0 0 0 27 2 -.932 -.623 0 0 0 5.457 28 3 -.43 -.339 0 0 0 .079 29 4 -.045 -.206 0 0 0 -.399 30 5 -.045 -.206 0 0 0 1.403 31 1 M7 1 -.761 -.379 0 0 0 0 32 2 -.761 -.379 0 0 0 3.322 33 3 -.173 -1.406 0 0 0 5.323 34 4 -.102 -.262 0 0 0 -1.23 35 5 -.102 -.262 0 0 0 1.067 • 36 1 M8 1 .543 .487 0 0 0 4.711 37 2 .543 .487 0 0 0 2.56 38 - 3 .543 .487 0 0 0 .408 39 4 .543 .487 0 0 0 -1.743 40 5 .543 .487 0 0 0 -3.895 41 1 M9 1 .832 .98 0 0 0 5.169 42 2 .832 .98 0 0 0 2.534 43 3 .832 .98 0 0 0 -.1 44 4 .832 .98 0 0 0 -2.735 45 5 .832 .98 0 0 0 -5.369 46 1 M10 1 .694 .417 0 0 0 3.638 47 2 .694 .417 0 0 0 1.752 48 3 .694 .417 0 0 0 -.133 49 4 .694 .417 0 0 0 -2.018 50 5 .694 .417 0 0 0 -3.903 51 1 - M11 1 .663 .281 0 0 0 3.208 52 2 .663 .281 0 0 0 1.659 53 3 .663 .281 0 0 0 .109 54 4 .663 .281 0 0 0 -1.44 55 5 .663 .281 0 0 0 -2.99 56 1 M12 1 .743 1.09 0 0 0 5.601 RISA -3D Version 5.0d [X:\2005\2005- 0689\ Engineering\ Engineering - Structural \RISADATA \Frame.r3d] Page 6 Company : Thorson & Baker Associates, Inc. Feb 24, 2006 Designer : PF 3:12 PM Job Number : 2005 -0689 A&F - Washington Square Mall (Rear Storefront Wall) Checked By: Member Section Forces (Continued) LC Member Label Sec Axial[k] y Shear[k] z Shear[k] Torque[k -ft] v -y Moment[k-...z-z Moment[k -... 57 2 .743 1.09 0 0 0 2.902 • 58 3 .743 1.09 0 0 0 .202 59 4 .743 1.09 0 0 0 -2.498 60 5 .743 1.09 0 0 0 -5.198 61 1 M13 1 1.027 .588 0 0 0 4.36 62 2 1.027 .588 0 0 0 1.784 63 3 1.027 .588 0 0 0 -.791 64 4 1.027 .588 0 0 0 -3.367 65 5 1.027 .588 0 0 0 -5.942 66 1 M14 1 .19 .29 0 0 0 2.751 67 2 .19 .29 0 0 0 1.439 68 3 .19 .29 0 0 0 .128 69 4 .19 .29 0 0 0 -1.183 70 5 .19 .29 0 0 0 -2.494 _ 71 1 M15 1 .056 .197 0 0 0 2.068 72 2 .056 .197 0 0 0 .978 73 3 .056 .197 0 0 0 -.112 74 4 .056 .197 0 0 0 -1.201 • 75 5 .056 .197 0 0 0 -2.291 76 1 M16 1 -.186 .146 0 0 0 1.319 77 2 -.186 .146 0 0 0 .674 78 3 -.186 .146 0 0 0 .03 79 4 -.186 .146 0 0 0 -.615 80 5 -.186 .146 0 I 0 0 -1.259 81 1 M17 1 -.082 .368 0 I 0 0 1.952 82 2 -.082 .368 0 ! 0 0 .964 83 3 -.082 .368 0 0 0 -.025 84 4 -.082 .368 0 0 0 -1.013 85 5 -.082 .368 0 - 0 0 -2.001 86 1 M18 1 .26 .164 0 0 0 1.411 87 2 .26 .164 0 0 0 .668 88 3 .26 .164 0 0 0 -.075 89 4 .26 .164 0 0 0 -.818 ' 90 5 .26 .164 0 0 0 -1.561 91 1 M19 1 .844 .112 0 0 0 1.299 92 2 .844 .112 0 0 0 .678 93 3 .844 .112 0 0 0 .057 94 4 .844 .112 0 0 0 -.564 95 5 .844 .112 0 0 0 -1.185 96 1 - M20 1 1.223 .456 0 0 0 2.255 97 2 1.223 .456 0 0 0 1.126 98 3 1.223 .456 0 0 0 -.003 99 4 1.223 .456 0 0 0 -1.131 100 5 1.223 .456 0 0 0 -2.26 101 1 M21 1 _ 1.356 .071 0 0 0 .868 102 2 1.356 .071 0 0 0 .555 103 3 1.356 .071 0 0 0 .243 104 4 1.356 .071 0 0 0 -.07 105 5 1.356 .071 0 0 0 -.383 106 1 M22 1 - .119 .08 0 0 0 ' .783 107 2 .119 .08 0 0 0 .431 108 3 .119 .08 0 0 0 .078 109 4 .119 .08 0 0 0 -.275 110 5 .119 .08 0 0 0 -.627 111 1 M23 1 .33 .14 0 0 0 .744 112 2 .33 .14 0 0 0 .366 113 3 .33 .14 0 0 0 -.011 RISA -3D Version 5.0d [X:\2005\2005- 0689\ Engineering\ Engineering - Structural \RISADATA \Frame.r3d] Page 7 Company : Thorson & Baker Associates, Inc. Feb 24, 2006 Designer : PF 3:13 PM Job Number : 2005 -0689 A &F - Washington Square Mall (Rear Storefront Wall) Checked By: Member Section Forces (Continued) LC Member Label Sec Axialfkl v Shearfkl z Shearfkl Torcauefk -ftl v -v Momentfk -..z -z Momentfk -... 114 4 .33 .14 0 0 0 -.389 • 115 5 .33 .14 0 0 0 -.766 116 1 M24 1 .524 .059 0 0 0 .523 • 117 2 .524 .059 0 0 0 .257 118 3 .524 .059 0 0 0 -.009 119 4 .524 .059 0 0 0 -.275 120 5 .524 .059 0 0 0 -.541 121 1 M25 1 .648 .041 0 0 0 .461 122 2 .648 .041 0 0 0 .232 123 3 .648 .041 0 0 0 .003 124 4 .648 .041 0 0 0 -.226 125 5 .648 .041 0 0 0 -.455 126 1 M26 1 .832 .148 0 0 0 .782 127 2 .832 .148 0 0 0 .416 _ 128 3 .832 .148 0 0 0 .051 129 4 .832 .148 0 0 0 -.315 130 5 .832 .148 0 0 0 -.68 131 1 M27 1 1.038 .102 0 0 0 .723 • 132 2 1.038 .102 0 0 0 .275 133 3 1.038 .102 0 0 0 -.172 134 4 1.038 .102 0 0 0 -.62 135 5 1.038 .102 0 0 0 -1.067 Member Section Stresses LC Member Label Sec Axial[ksi] if Shear[ksi] z Shear[ksi] y top Bendin...y bot Bendin...z top Bendin...z bot Bendin... 1 1 M1 1 .094 -.114 0 0 0 0 0 2 2 .094 -.114 0 -3.812 3.812 0 0 3 3 .03 .016 0 -1.09 1.09 0 0 4 4 .011 -.029 0 .239 -.239 0 0 5 5 .011 -.029 0 -.715 .715 0 0 6 1 M2 1 .102 -.144 0 0 0 0 0 . 7 2 .102 -.144 0 -4.834 4.834 0 0 8 3 .037 -.075 0 -.204 .204 0 0 9 4 .008 -.05 0 .435 -.435 0 0 10 5 .008 -.05 ' 0 -1.251 1.251 0 0 11 1 M3 1 -.074 -.14 0 0 0 0 0 12 2 -.074 -.14 0 -4.685 4.685 0 0 13 3 -.038 -.173 0 -1.717 1.717 0 0 14 4 -.011 -.046 0 .374 -.374 • 0 0 15 5 -.011 -.046 0 -1.177 1.177 0 0 16 1 M4 1 -.039 -.13 0 0 0 0 0 17 2 -.039 -.13 0 -4.351 4.351 0 0 18 3 -.021 -.137 0 -2.336 2.336 0 0 19 4 -.002 -.03 0 .072 -.072 0 0 20 5 -.002 -.03 0 -.915 .915 0 0 21 1 M5 1 .14 -.14 0 0 0 0 0 22 2 - .14 -.14 . 0 -4.698 4.698 0 0 23 3 .033 -.121 0 -1.221 1.221 0 0 24 4 .014 -.044 0 .346 -.346 0 0 25 5 .014 -.044 0 -1.129 1.129 0 0 26 1 M6 1 -.123 -.149 0 0 0 0 0 27 2 -.123 -.149 0 -4.982 4.982 0 0 28 3 -.057 -.081 0 . -.072 .072 0 0 29 4 -.006 -.049 0 .365 -.365 0 0 30 5 -.006 -.049 0 -1.281 1.281 0 0 31 1 M7 1 -.101 -.091 0 0 0 0 0 RISA -3D Version 5.0d [X:\2005\2005- 0689\ Engineering\ Engineering - Structural \RISADATA \Frame.r Page 8 Company : Thorson & Baker Associates, Inc. Feb 24, 2006 Designer : PF 3:13 PM Job Number : 2005 -0689 A&F - Washington Square Mall (Rear Storefront Wall) Checked By: Member Section Stresses (Continued) LC Member Label Sec Axialfksl v Shearfksl z Shearfksl v too Bendin..,v bot Bendin...z too Bendin..z bot Bendin... 32 2 -.101 -.091 0 -3.033 3.033 0 0 • 33 3 -.023 -.336 0 -4.86 4.86 0 0 34 4 -.013 -.063 0 1.123 -1.123 0 0 • 35 5 -.013 -.063 0 -.975 .975 0 0 36 1 M8 1 .072 .116 0 -4.302 4.302 0 0 37 2 .072 .116 0 -2.337 2.337 0 0 38 3 .072 .116 0 -.373 .373 0 0 39 4 .072 .116 0 1.592 -1.592 0 0 40 5 .072 .116 0 3.556 -3.556 0 0 41 1 M9 1 .11 .234 0 -4.719 4.719 0 0 42 2 .11 .234 0 -2.314 2.314 0 0 43 3 .11 .234 0 .092 -.092 0 0 44 4 .11 .234 0 2.497 -2.497 0 0 45 5 .11 .234 0 4.903 -4.903 0 0 46 1 M10 1 .092 .1 0 -3.321 3.321 0 0 47 2 .092 .1 0 -1.6 1.6 0 0 48 3 .092 .1 0 .121 -.121 0 0 49 4 .092 .1 0 1.843 -1.843 0 0 50 5 .092 .1 0 3.564 -3.564 0 0 51 1 M11 1 .088 .067 0 -2.929 2.929 0 0 52 2 .088 .067 0 -1.515 1.515 0 0 53 3 .088 .067 0 -.1 .1 0 0 54 4 .088 .067 0 1.315 -1.315 0 0 55 5 .088 .067 0 2.73 -2.73 0 0 56 1 M12 1 .098 .26 0 -5.114 5.114 0 0 57 2 .098 .26 0 -2.649 2.649 0 0 58 3 .098 .26 0 -.184 .184 0 0 59 4 .098 .26 0 2.281 -2.281 0 0 60 5 .098 .26 0 4.746 -4.746 0 0 61 1 M13 1 .136 .14 0 -3.981 3.981 0 0 62 2 .136 .14 0 -1.629 1.629 0 0 63 3 .136 .14 0 .722 -.722 0 0 64 4 . .136 .14 0 3.074 -3.074 0 0 ' 65 5 .136 .14 0 5.426 -5.426 0 0 66 1 M14 1 .025 .069 0 -2.512 2.512 0 0 67 2 .025 .069 0 -1.314 1.314 0 0 - 68 3 .025 .069 0 -.117 .117 0 0 69 4 .025 .069 0 1.08 -1.08 0 0 70 5 .025 .069 0 2.277 -2.277 0 0 71 1 M15 1 .007 .047 0 -1.888 1.888 0 0 72 2 .007 .047 0 -.893 .893 0 0 73 3 .007 .047 0 .102 -.102 0 0 74 4 .007 .047 0 1.097 -1.097 0 0 75 5 .007 .047 0 2.092 -2.092 0 0 76 1 M16 1 -.025 .035 0 -1.204 1.204 0 0 77 2 -.025 .035 0 -.616 .616 0 0 78 3 -.025 .035 0 -.027 .027 0 0 79 4 -.025 .035 0 .561 -.561 0 0 80 5 -.025 .035 0 1.15 -1.15 0 0 81 1 M17 1 -.011 .088 0 -1.782 1.782 0 0 82 2 -.011 .088 0 -.88 .88 0 0 83 3 -.011 .088 0 .023 -.023 0 0 84 4 -.011 .088 0 .925 -.925 0 0 85 5 -.011 .088 0 1.827 -1.827 0 0 86 1 M18 1 .034 .039 0 -1.288 1.288 • 0 0 87 2 .034 .039 0 -.61 .61 0 0 88 3 .034 .039 0 .069 -.069 0 0 RISA -3D Version 5.0d [X:\2005\2005- 0689\ Engineering\ Engineering - Structural \RISADATA \Frame.r Page 9 Company : Thorson & Baker Associates, Inc. Feb 24, 2006 Designer : PF 3:13 PM Job Number : 2005 -0689 A&F - Washington Square Mall (Rear Storefront Wall) Checked By: • Member Section Stresses (Continued) LC Member Label Sec Axial[ksi] y Shear[ksil z Shear[ksi ]y op Bendin.. .y bot Bendin...z top Bendin...z bot Bendin... 89 4 .034 .039 0 .747 -.747 0 0 90 5 .034 .039 0 1.425 -1.425 0 0 91 1 M19 1 .112 .027 0 -1.186 1.186 0 0 ° 92 2 .112 .027 0 -.619 .619 0 0 93 3 .112 .027 0 -.052 .052 0 0 94 4 .112 .027 0 .515 -.515 0 0 95 5 .112 .027 0 1.082 -1.082 0 - 0 96 1 M20 1 .162 .109 • 0 -2.059 2.059 0 0 97 2 .162 .109 0 -1.028 1.028 0 0 98 3 .162 .109 0 .002 -.002 0 0 99 4 .162 .109 0 1.033 -1.033 0 0 100 5 .162 .109 0 2.064 -2.064 0 0 101 1 M21 1 .179 .017 0 -.792 .792 0 0 102 2 .179 .017 0 -.507 .507 0 0 103 3 .179 .017 0 -.222 .222 0 0 104 4 .179 .017 0 .064 -.064 0 0 105 5 .179 .017 0 .349 -.349 0 0 106 1 M22 1 .016 .019 0 -.715 .715 0 0 107 2 .016 .019 0 -.393 .393 0 0 108 3 .016 .019 0 -.071 .071 0 0 109 4 .016 .019 0 .251 -.251 0 0 110 5 .016 .019 0 • .573 -.573 0 0 111 1 M23 1 .044 .034 0 -.679 .679 0 0 112 2 I .044 .034 0 -.334 .334 0 0 113 3 I .044 .034 0 .01 -.01 0 0 114 4 .044 .034 0 .355 -.355 0 0 115 5 .044 .034 0 .7 -.7 0 0 116 1 M24 1 .069 .014 0 -.477 .477 0 0 117 2 .069 .014 0 -.234 .234 0 0 118 3 .069 .014 0 .008 -.008 0 0 119 4 .069 .014 0 .251 -.251 0 0 _120 5 .069 .014 0 .494 -.494 0 0 121 1 M25 1 .086 .01 0 -.421 .421 0 • 0 122 2 .086 .01 0 -.212 .212 0 0 123 3 .086 .01 - 0 -.003 .003 0 0 124 4 .086 .01 0 .206 -.206 0 0 125 5 .086 .01 0 .415 -.415 0 0 126 1 M26 1 .11 .035 0 -.714 .714 0 0 127 2 .11 .035 0 -.38 .38 0 0 128 3 .11 .035 0 -.046 .046 0 0 129 4 .11 .035 0 .287 -.287 0 0 130 5 .11 .035 0 .621 -.621 0 0 131 1 M27 1 .137 .024 0 -.66 .66 0 0 132 2 .137 .024 0 -.251 .251 0 0 133 3 .137 .024 0 .157 -.157 0 0 134 4 .137 .024 0 .566 -.566 0 0 135 5 .137 .024 0 .975 -.975 0 0 Member Section Deflections LC Member Label Sec x [in] y [in] z [in] x Rotate[rad] (n) L/y Ratio (n) L/z Ratio 1 1 M1 1 0 0 0 0 NC NC 2 2 0 .672 0 0 1052.04 NC 3 3 0 .944 0 0 1053.963 NC 4 4 0 1.028 0 0 2000.068 NC 5 5 0 1.09 0 0 NC NC 6 1 M2 1 0 0 0 0 NC NC RISA -3D Version 5.0d [X: \...\2005- 0689\Engineering\ Engineering - Structural \RISADATA \Frame.r3d] Page 10 Company : Thorson & Baker Associates, Inc. Feb 24, 2006 Designer : PF 3:13 PM Job Number : 2005 -0689 A&F - Washington Square Mall (Rear Storefront Wall) Checked By: .Member Section Deflections (Continued) LC Member Label Sec x (in] y [in] z [in] x Rotate[rad] (n) Uv Ratio (n) Uz Ratio 7 2 0 .699 0 0 986.71 NC ' 8 3 0 .928 0 0 1097.101 NC 9 4 0 1.027 0 0 2005.137 NC • 10 5 0 1.09 0 0 NC NC 11 1 M3 1 0 0 0 0 NC NC 12 2 0 .695 0 0 994.939 NC 13 3 0 .93 0 0 1092.17 NC 14 4 0 1.028 0 0 2001.799 NC 15 5 0 1.091 0 0 NC NC 16 1 M4 1 0 0 0 0 NC NC 17 2 0 .687 0 0 1014.651 NC 18 3 0 .93 0 0 1094.153 NC 19 4 0 1.031 0 0 1975.354 NC 20 5 0 1.091 0 0 NC NC 21 1 M5 1 0 0 0 0 NC NC 22 2 0 .697 0 0 992.599 NC 23 3 0 .93 0 0 1095.689 NC 24 4 0 1.029 0 0 1997.232 NC 25 5 -.001 1.092 0 0 NC NC 26 1 M6 1 0 0 0 0 NC NC 27 2 0 .704 0 0 975.448 NC 28 3 0 .928 0 0 1101.718 NC 29 4 0 1.03 0 0 1990.873 NC 30 5 0 1.092 0 0 NC NC 31 1 M7 1 0 0 0 0 NC NC 32 2 0 .655 0 0 1101.935 NC 33 3 0 .993 0 I 0 941.374 NC 34 4 0 1.02 0 I 0 2098.56 NC 35 5 0 1.093 0 0 NC NC 36 1 M8 1 -.854 0 0 0 NC NC 37 2 -.854 .049 0 0 4259.03 NC 38 3 -.854 .024 0 0 8805.234 NC 39 4 -.855 -.014 0 0 NC NC 40 5 -.855 0 0 0 NC NC 41 1 M9 1 -.855 0 0 0 NC NC 42 2 -.855 .012 0 0 NC NC • 43 3 -.855 -.002 0 0 NC NC 44 4 -.855 -.016 0 0 8046.81 NC 45 5 - -.855 0 0 0 NC NC 46 1 M10 1 -.855 0 0 0 NC NC 47 2 -.855 .023 0 0 9450.138 NC 48 3 -.856 -.008 0 0 NC NC 49 4 -.856 -.035 0 0 6153.107 NC 50 5 -.856 0 0 0 NC NC 51 1 M11 1 -.856 0 0 0 NC NC 52 2 -.856 .043 0 0 6128.05 NC 53 3 -.856 .01 0 0 NC NC 54 4 -.856 -.029 0 0 9419.695 NC 55 5 -.857 0 0 0 NC NC 56 1 M12 1 -.857 0 0 0 NC NC 57 2 -.857 .015 0 0 7760.833 NC 58 3 -.857 .004 0 0 NC NC 59 4 -.857 -.009 0 0 NC NC 60 5 -.857 0 0 0 NC NC 61 1 M13 1 -.857 0 0 0 NC NC 62 2 -.857 .004 0 0 NC NC 63 3 -.858 -.045 0 0 4579.374 NC RISA -3D Version 5.0d [X: \...\2005- 0689\ Engineering\ Engineering - Structural \RISADATA \Frame.r Page 11 Company : Thorson & Baker Associates, Inc. Feb 24, 2006 Designer : PF 3:13 PM Job Number : 2005 -0689 A&F - Washington Square Mall (Rear Storefront Wall) Checked By: , Member Section Deflections (Continued) LC Member Label Sec x finl v finl z finl x Rotatefradl (n) Uv Ratio (n) Liz Ratio 64 4 -.858 -.071 0 0 2928.502 NC 65 5 -.858 0 0 0 NC NC 66 1 M14 1 -.93 .003 0 0 NC NC 67 2 -.93 .03 0 I 0 8285.716 NC 68 3 -.93 .011 0 I 0 NC NC 69 4 -.93 -.011 0 ! 0 NC NC 70 5 -.93 .003 0 I 0 NC NC 71 1 M15 1 -.93 0 0 I 0 NC NC 72 2 -.93 .017 0 0 NC NC 73 3 -.931 -.011 0 0 NC NC 74 4 -.931 -.033 0 I 0 8076.605 NC 75 5 -.931 0 0 I 0 NC NC 76 1 M16 1 -1.011 0 0 0 NC NC 77 2 -1.011 .01 0 0 NC NC . 78 3 -1.011 .001 0 0 NC NC 79 4 -1.011 -.009 0 0 NC NC 80 5 -1.011 0 0 0 NC NC 81 1 M17 1 -1.011 0 0 0 NC NC 82 2 -1.011 .005 0 0 NC NC 83 3 -1.011 0 0 0 NC NC 84 4 -1.011 -.006 0 0 NC NC 85 5 -1.011 0 0 0 NC NC 86 1 M18 1 -1.011 0 0 0 NC NC 87 2 -1.011 .008 0 0 NC _ NC 88 3 -1.011 -.004 0 0 NC NC 89 4 -1.011 -.015 0 0 NC NC 90 5 -1.011 0 0 0 NC NC 91 1 M19 1 -1.011 0 0 0 NC NC 92 2 -1.011 .018 0 0 NC NC 93 3 -1.012 .005 0 0 NC NC 94 4 -1.012 -.011 0 0 NC NC 95 5 -1.012 0 0 0 NC NC 96 1 M20 1 -1.012 0 0 0 NC NC 97 2 -1.012 .005 0 0 NC NC 98 3 -1.012 0 0 0 NC NC 99 4 -1.013 -.005 0 0 NC NC 100 5 -1.013 0 0 0 NC NC 101 1 M21 1 -1.013 0 0 0 NC NC 102 2 -1.013 .016 0 0 NC NC 103 3 -1.013 .015 0 0 NC NC 104 4 -1.014 .007 0 0 NC NC 105 5 -1.014 0 0 0 NC NC 106 1 M22 1 -1.09 0 0 0 NC NC 107 2 -1.09 .008 0 0 NC NC 108 3 -1.09 .004 0 0 NC NC 109 4 -1.09 -.002 0 0 NC NC 110 5 -1.09 0 0 0 NC NC 111 1 M23 1 -1.09 0 0 0 NC NC 112 2 -1.09 .001 0 0 NC NC 113 3 -1.09 0 0 0 NC NC 114 4 -1.09 -.002 0 - 0 NC NC 115 5 -1.091 0 0 0 NC NC 116 1 M24 1 -1.091 0 0 0 NC NC 117 2 -1.091 .004 0 0 NC NC 118 3 -1.091 0 0 0 NC NC 119 4 -1.091 -.004. 0 0 NC NC 120 5 -1.091 0 0 . 0 NC NC RISA -3D Version 5.0d [X: \...\2005- 0689\ Engineering\ Engineering - Structural \RISADATA \Frame.r Page 12 Company : Thorson & Baker Associates, Inc. Feb 24, 2006 Designer : PF 3:13 PM Job Number : 2005 -0689 A&F - Washington Square Mall (Rear Storefront Wall) Checked By: .Member Section Deflections (Continued) LC Member Label Sec x [in] y [in] z [in] x Rotate[rad] (n) Liy Ratio (n) Liz Ratio 121 1 M25 1 -1.091 0 0 0 NC NC ' 122 2 -1.091 .005 0 0 NC NC 123 3 -1.091 0 0 0 NC NC 124 4 -1.092 -.006 0 0 NC NC 125 5 -1.092 -.001 0 0 NC NC 126 1 M26 1 -1.092 -.001 0 0 NC NC 127 2 -1.092 .002 0 0 NC NC 128 3 -1.092 0 0 0 NC NC 129 4 -1.092 0 0 0 NC NC 130 5 -1.092 0 0 0 NC NC 131 1 M27 1 -1.092 0 0 0 NC NC 132 2 -1.093 0 0 0 NC NC 133 3 -1.093 -.009 0 0 NC NC 134 4 -1.093 -.013 0 0 NC NC 135 5 -1.093 0 0 I 0 NC NC RISA -3D Version 5.0d [X: \...\2005- 0689\ Engineering\ Engineering - Structural \RISADATA \Frame.r3d] Page 13 THORSON BAKER & Associates, Inc. Consulting Engineers Project No: s e f C i Sheet No: Project: A/A Date Project Site Tr/AMP/2 OIC Prepared By Pr - /Qaa,Tr 6MA,_ REHR ( r l/, 774"•, sEcn67v5 3, 9, $1.5 '/SZ. 2 i cfPid VVui s L5 '1 f"T. } jo 1Cd v8-le 7;f fV ,.!Iic-Pi 1 " oF. /if W P#9128 .- 1 P= C23p5 ) (z ). 7 = 92 Ms (4)- o/ -J J5k 5CREws __ Vh11 r e 46z/6 -7 c12.16 - • ck 4 '.� /- 1, :5A.�� /.. 4.; -ev:1 (55 io 6/52.z) P= L23p5FX — )e #) 162616 C )° # 12 2,4 S'Ort cv,S WE, ( )) _ I4vc3/6 _) /0(r2 th . A/Otiazii6s /9x/e. 7D /277 I p= ( p,p)( z 1z ), 2 71f /ZEROW R60 l e i l/ Hy 67Uir5) : C9r V'II = 1.a9C i' b5 = 2442 lb _ Tom, = C333c�.1 b5) (.7 • - 2597 Ib5 - V'17zi5To f�9� (l.Vd) .7 .4223/ - @ Noce,- ID FfV1 /? PPiiVr) - (Vd) V= 932,6. . (y.,L) _ /V/ ' Fee . /14224516., _? _ I 7 '44a c ; • i THORSON BAKER & Associates, Inc. � A C^, � 4 Project No: , C_i 86 Sheet No: Consulting Engineers ® L _ Project 4.-f Date: ® ® Project Site: 776-ap.D, ®/z y/ Prepared By: PF • &TTeC R E.CL,d tk T t0Y i °I3C� 1 R 11 3to) (prri.le 6 FI ? �r r: iC tiT ;uc a / "Ca 0 , /r V7 / /6w) ° /41-11" 13110" p/< ....„ 4 • • Height Limitation Tables For Wind Load-6" Studs EBIETRCk: PSF I 20P SF • I • 1:;:t SPAC '7 =1„ ; t:: . „ 1: DEFLECTION LIMIT ■':'kt:g 4 ' • , :_t r igf . y 0440 L1360 • /6013.; /240 1.3360, t:111:1.60 L.1240 ;036011 .:4,1.600;: iti,240 .03 ;ilft6t1.0 anti?: , L 7 /240 ck t:',E1360 1 r.111600 L/240' L/360 C,600 161 - in ft in ft in ft in ft in i 12 27-7 24-1 20-4 19-1 16-8 14-1 17-4 15-2 12-9 16-1 14-1 11 - 11 15-2 13-3 11-2. 14-5 12-7 10-7 13-9 12-0 10-2 CWN 20 16 25-0 21 - 10 18-5 17-4 15-2 12-9 15-9 13-9 11-7 14-8 12-9 10-9 13-9 12-0 10-2 13-1 11-5 9 - 8 12-6 10 - 11 9 - 3 24 21 - 10 19-1 16-1 15-2 13-3 11-2 13-9 12-0 10-2 12-9 11-2 9 - 5 12-0 10-6 8-10 11 - 4 10-0 8 - 5 10-7 9-7 8 - 1 12 28-9 25-1 21-2 19 - 11 17-5 14-8 18-1 15 - 10 13-4 16 - 10 14-8 12-5 15 - 10 13 - 10 11-8 15-0 13-1 11-1 14-4 12-7 10-7 CSJ 20 16 26-1 22 - 10 19-3 18-1 15 - 10 13-4 16-5 14-4 12-1 15-3 13-4 11-3 14-4 12-7 10-7 13-8 11 - 11 10-1 13-1 11-5 9 - 7 24 22-10 -19-11 16 - 10 15 - 10 13 - 10 11-8 14-4 12-7 10-7 13-4 11-8 9-10 12 -7 11-0 9 - 3 11 - 11 10-5 8 - 9 11-4 10-0 8-5 12 30-0 26-2 22-1 20-9 18-2 15-4 18 - 10 16-6 13-11 17-6 15-4 12 - 11 16-6 14-5 12-2 15-8 13-8 11-6 15-0 13-1 11-0 CSW 20 16 27-3 23-9 20-1 18 - 10 16-6 13 - 11 17-2 15-0 12-8 15 - 11 13-11 11-9 15-0 13-1 11-0 14-3 12-5 10-6 13-7 11 - 11 10-0 24 23-9 20-9 17-6 , 16-6 14-5 12-2 15-0 13-1 11-0 13 - 11 12-2 10-3 13-1 11-5 9-8 12-4 10-10 9 - 2 11-7 10-5 8 - 9 12 29 - 11 26-2 22-0 20-9 18-1 15-3 18 - 10 16-6 13 - 11 17-6 15-3 12 - 11 16-6 14-5 12-2 15-8 13-8 11-6 15-0 13-1 11-0 CWN 18 16 27-2 23-9 20-0 18 - 10 16-6 13-11 17-1 15-0 12-7 15 - 11 13-11 11-9 15-0 13-1 11-0 14-3 12-5 10-6 13-7 11 - 10 10-0 24 23-9 20-9 17-6 16-6 14-5 12-2 15-0 13-1 11-0 13 - 11 12-2 10-3 13-1 11-5 9 - 8 12-5 10-10 9 - 2 11 - 10 10-4 8 - 9 12 31-2 27-3 23-0 • 21 - 8 18 - 11 15 - 11 19-8 17-2 14-6 18-3 15 - 11 13-5 17-2 15-0 12-8 16-4 14-3 12-0 15-7 13-8 11-6 CSJ 18 16 28-4 24-9 20 - 11 19-8 17-2 14-6 17-10 115"7)3 - 2 16-7 114- 6 j 12 - 3 15-7 13-8 11-6 14 - 10 12 - 11 10 - 11 14-2 12-5 10-5 24 24-9 21-8 18-3 17-2 15-0 12-8 15-7 13-8 11-6 14-6 12-8 10-8 13-8 11 - 11 10-0 12 - 11 11-4 9 - 6 12-5 10 - 10 9 - 1 12 32-9 28-7 24-2 22-9 19 - 10 16-9 20-8 18-0 15-3 19-2 16-9 14-1 18-0 15-9 13-3 17-2 15-0 12-7 16-5 14-4 12-1 CSW 18 16 29-9 28-0 21 - 11 20-8 18-0 15-3 18-9 16-5 13-lb 17-5 15-3 12 - 10 16-5 14-4 12-1 15-7 13-7 11-6 14 - 11 13-0 11-0 24 26-0 22-9 19-2 18-0 15-9 13-3 16-5 14-4 12-1 15-3 13-3 11-2 14-4 12-6 10-6 13-7 11 - 10 10-0 13-0 11-4 9 - 7 12 32-1 28-0 23-8 22-3 19-5 16-5 20-3 17-8 14-11 18-9 16-5 13 - 10 17-8 15-5 13-0 16-9 14-8 12-4 16-0 14-0 11 - 10 CWN 16 16 29-2 25-6 21-6 20-3 17-8 14 - 11 18-4 16-0 13-6 17-1 14-11 12-7 16-0 14-0 11 - 10 15-3 13-4 11-3 14-7 12-9 10-9 24 25-6 22-3 18-8 17-8 15-5 13-0 16-0 14-0 11 - 10 14 - 11 13-0 11-0 14-0 12-3 10-4 13-4 11-8 9-10 12 - 9 11-1 9 - 5 • 12 33-6 29-3 24-8 23-3 20-3 17-1 21-1 18-5 1A-6 19-7 17-1 14-5 18-5 16-1 13-7 17-6 15-3 12 - 11 16-9 14-7 12-4 CSJ 16 16 30-5 26-7 22-5 21-1 18-5 15-6 19-2 16-9 14-1 17-9 15-6 13-1 16-9 14-7 12-4 15 - 11 13 - 11 11-9 15-3 13-3 11-3 • 24 26-7 23-3 19-7 18-5 16-1 13-7 16-9 14-7 12-4 15-6 13-7 11-5 14-7 12-9 10-9 13 - 11 12-2 10-3 13-3 11-7 9 - 9 12 35-2 30-9 25 - 11 24-5 21-4 18-0 22-2 19-4 16-4 20-7 18-0 15-2 19-4 16 - 11 14-3 18-5 16-1 13-7 17-7 15-4 13-0 CSW 16 16 32-0 27-11 23-7 22-2 19-4 16-4 20-2 17-7 14-10 18-8 16-4 13-9 17-7 15-4 13-0 16-9 14-7 12-4 16-0 14-0 11-9 • 24 27 - 11 24-5 20-7 19-4 16 - 11 14-3 17-7 15-4 13-0 16-4 14-3 12-0 15-4 13-5 11-4 14-7 12-9 10-9 14-0 12-2 10-3 12 34-4 30-0 25-4 23 - 10 20 - 10 17-7 21-8 18 - 11 15 - 11 20-1 17-7 14 - 10 18 - 11 16-6 13 - 11 18-0 15-8 13-3 17-2 15-0 12-8 CWN 14 16 31-3 27-3 23-0 21-8 18 - 11 15 - 11 19-8 17-2 14-6 18-3 15 - 11 13-5 17-2 15-0 12-8 16-4 14-3 12-0 15-7 13-8 11-6 24 27-3 23-10 20-1 18 - 11 16-6 13-11 17-2 15-0 12-8 15 - 11 13-11 11-9 15-0 13-1 11-1 14-3 12-5 10-6 13-8 11 - 11 10-1 12 35 - 11 31-4 26-5 24 - 11 21-9 18-4 22-7 19-9 16-8 21-0 18-4 15-6 19-9 17-3 14-7 18-9 16-5 13 - 10 17 - 11 15-8 13-3 CSJ 14 16 32-7 28-6 24 -0 , 22-7 19-9 16-8 20-6 17 - 11 15-2 19-1 16-8 14-1 17-11 15-8 13-3 17-0 14 - 11 12-7 16-4 14-3 12-0 „ 24 28-6 24-11 21-0 19-9 17-3 14-7 17 - 11 15-8 13-3 16-8 14-7 12-3 15-8 13-8 11-7 14 - 11 13-0 11-0 14-3 12-5 10-6 12 37-9 33-0 27 - 10 26-2 22 - 10 19-3 23-9 20-9 17-6 22-1 19-3 16-3 20-9 18-2 15-4 19-9 17-3 14-6 18 - 10 16-6 13 - 11 CSW 14 16 34-3 29 - 11 25-3 23-9 20-9 17-6 21-7 18 - 10 15 - 11 20-1 17-6 14-9 18 - 10 16-6 13 - 11 17 - 11 15-8 13-2 17-2 15-0 12-8 24 29 - 11 26-2 22-1 20-9 18-2 15-4 18 - 10 16-6 13 - 11 17-6 15-4 12 - 11 18-6 14-5 12-2 15-8 13-8 11-6 15-0 13-1 11-0 12 39 - 11 34-10 29-5 27-8 24-2 20-5 25-2 21 - 11 18-6 23-4 20-5 17-2 21 - 1 1 19-2 16-2 20 - 10 18-3 15-4 19 - 11 • 17-5 14-8 CSJ 12 16 36-3 31-8 26-8 25-2 21 - 11 18-6 22 - 10 19 - 11 16 - 10 21-2 18-6 15-7 19 - 11 17-5 14-8 18 - 11 16-7 14-0 18-1 15 - 10 13-4 24 31-8 27-8 23-4 21 - 11 19-2 16-2 19 - 11 17-5 14-8 18-6 16-2 13-8 17-5 15,3 12 - 10 16-7 14-6 12-2 15 - 10 13 - 10 11-8 • 12 42-0 36-8 30 - 11 29-2 25-5 21-6 26-6 23-1 19-6 24-7 21-6 18-1 23-1 20-2 17-0 22-0 19-2 16-2 21-0 18-4 15-6 CSW 12 16 38-2 33-4 28-1 26-6 23-1 19-6 24-0 21-0 17-9 22-4 19-6 16-5 21-0 18-4 15-6 19 - 11 17-5 14-8 19-1 16-8 14-1 24 _ 33-4 29-2 _ 24-7 23-1 20-2 _ 17-0 21-0 18-4 15-6 19-6 17-0 14-4 18-4 16-0 13-6 17-5 15-3 12 - 10 16-8 14-7 12-3 NOTE: Reference Wind Load Notes page 16. 19 .y • :6 1F F 1 34 1 J $9 iidl ip 1g 4. fi I f ' La I ID WW2 A2 (IS • 0