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RISA-3D Version 22 [ 51939-RISA.r3d ]Page 2 <br />Envelope Maximum Member Section Forces (Continued) <br />Member Axial[k]Loc[in]LC y Shear[k]Loc[in]LC z Shear[k]Loc[in]LC Torque[k-in]Loc[in]LC y-y Moment[k-in]Loc[in]LC z-z Moment[k-in]Loc[in]LCMember Axial[k]Loc[in]LC y Shear[k]Loc[in]LC z Shear[k]Loc[in]LC Torque[k-in]Loc[in]LC y-y Moment[k-in]Loc[in]LC z-z Moment[k-in]Loc[in]LC <br />65 M549 max 0.001 1 19 0 1 19 0.001 1 19 0 1 30 0.001 1 19 0 1 4 <br />66 min -0.002 0 12 0 0 4 -0.002 0 4 0 0 1 -0.002 1 4 0 0 1 <br />67 M360 max 0.001 1 11 0 1 20 0.003 1 12 0 1 30 0.003 1 12 0.002 1 3 <br />68 min -0.002 0 20 -0.002 0 3 -0.002 0 19 0 0 1 -0.002 1 19 0 1 20 <br />69 M268 max 0.001 1 19 0 1 20 0.004 1 4 0 1 30 0.004 1 4 0.003 1 3 <br />70 min -0.002 0 12 -0.003 0 3 -0.001 0 19 0 0 1 -0.001 1 19 0 1 20 <br />71 M83 max 0.002 1 11 0 1 30 0.005 1 3 0 1 30 0.005 1 3 0.004 1 4 <br />72 min -0.002 0 20 -0.004 0 4 -0.002 0 20 0 0 1 -0.002 1 20 0 1 29 <br />73 M283 max 0.002 1 11 0 1 4 0.002 1 3 0 1 30 0.002 1 3 0 1 19 <br />74 min -0.002 0 20 0 0 19 -0.001 0 20 0 0 1 -0.001 1 20 0 1 4 <br />75 M535 max 0.001 1 19 0 1 4 0.007 1 20 0 1 30 0.007 1 20 0 1 19 <br />76 min -0.002 0 12 0 0 19 -0.007 0 11 0 0 1 -0.007 1 11 0 1 4 <br />77 M82 max 0.001 1 11 0 1 3 0.003 1 12 0 1 30 0.003 1 12 0 1 20 <br />78 min -0.002 0 20 0 0 20 -0.002 0 19 0 0 1 -0.002 1 19 0 1 3 <br />79 M550 max 0.001 1 11 0 1 20 0.001 1 19 0 1 30 0.001 1 19 0.002 1 3 <br />80 min -0.001 0 20 -0.002 0 3 -0.004 0 4 0 0 1 -0.004 1 4 0 0 1 <br />81 M284 max 0.001 1 19 0 1 20 0.007 1 3 0 1 30 0.007 1 3 0.001 1 3 <br />82 min -0.001 0 12 -0.001 0 3 -0.001 0 20 0 0 1 -0.001 1 20 0 0 1 <br />83 M53 max 0.001 1 19 0 1 11 0.004 1 11 0 1 30 0.004 1 11 0 1 20 <br />84 min -0.001 0 12 0 0 20 -0.005 0 20 0 0 1 -0.005 1 20 0 1 11 <br />85 M335 max 0.001 1 11 0 1 4 0.004 1 19 0 1 30 0.004 1 19 0 1 19 <br />86 min -0.001 0 20 0 0 19 -0.005 0 12 0 0 1 -0.005 1 12 0 1 4 <br />87 M536 max 0 1 19 0 1 4 0 1 11 0 1 30 0 1 11 0 1 28 <br />88 min -0.001 0 12 0 0 27 -0.001 0 27 0 0 1 -0.001 1 27 0 1 4 <br />89 M282 max 0.001 1 11 0 1 19 0 1 11 0 1 30 0 1 11 0 1 4 <br />90 min -0.001 0 20 0 0 4 -0.001 0 27 0 0 1 -0.001 1 27 0 1 19 <br />91 M275 max 0 1 20 0 1 4 0.003 1 12 0 1 30 0.003 1 12 0 1 19 <br />92 min -0.001 0 3 0 0 19 -0.002 0 19 0 0 1 -0.002 1 19 0 1 4 <br />93 M270 max 0.001 1 11 0 1 20 0 1 20 0 1 30 0 1 20 0 1 3 <br />94 min -0.001 0 20 0 0 3 -0.001 0 3 0 0 1 -0.001 1 3 0 1 20 <br />95 M548 max 0 1 11 0.001 1 4 0.001 1 19 0 1 30 0.001 1 19 0 1 19 <br />96 min -0.001 0 20 0 0 19 -0.001 0 12 0 0 1 -0.001 1 12 -0.001 1 4 <br />97 M541 max 0.001 1 12 0 1 19 0.003 1 20 0 1 30 0.003 1 20 0 1 4 <br />98 min 0 0 19 0 0 4 -0.003 0 11 0 0 1 -0.003 1 11 0 1 19 <br />99 M269 max 0 1 12 0.001 1 19 0.005 1 12 0 1 30 0.005 1 12 0.001 1 12 <br />100 min 0 0 19 -0.001 0 12 -0.003 0 19 0 0 1 -0.003 1 19 -0.001 1 19 <br />101 M271 max 0 1 20 0 1 20 0.002 1 20 0 1 30 0.002 1 20 0 1 3 <br />102 min 0 0 11 0 0 3 -0.002 0 29 0 0 1 -0.002 1 29 0 1 20 <br />103 M537 max 0 1 12 0 1 19 0.002 1 12 0 1 30 0.002 1 12 0 1 4 <br />104 min 0 0 19 0 0 4 -0.002 0 29 0 0 1 -0.002 1 29 0 1 19 <br />RISA-3D Version 22 [ 51939-RISA.r3d ]Page 1 <br />Aluminum Properties <br />Label E [ksi] G [ksi] Nu Therm. Coeff. [1e຿°Fࢡ¹] Density [k/ft³] Table B.4 kt Ftu [ksi]Fty [ksi]Fcy [ksi]Fsu [ksi] Ct <br />1 3003-H14 10100 3787.5 0.33 1.3 0.173 Table B.4-1 1 19 16 13 12 141 <br />2 6061-T6 10100 3787.5 0.33 1.3 0.173 Table B.4-2 1 38 35 35 24 141 <br />3 6063-T5 10100 3787.5 0.33 1.3 0.173 Table B.4-2 1 22 16 16 13 141 <br />4 6063-T6 10100 3787.5 0.33 1.3 0.173 Table B.4-2 1 30 25 25 19 141 <br />5 5052-H34 10200 3787.5 0.33 1.3 0.173 Table B.4-1 1 34 26 24 20 141 <br />6 6061-T6 W 10100 3787.5 0.33 1.3 0.173 Table B.4-1 1 24 15 15 15 141 <br />Aluminum Section Sets <br />Label Shape Type Design List Material Design RuleArea [in²] Iyy [in຾] Izz [in຾] J [in຾] <br />1 ALUM. TUBE FRAMING RT1X1X0.095 Beam Rectangular Tubes 6061-T6 W Typical 0.344 0.048 0.048 0.07 <br />2 ALUM. TUBE KICKERS RT1X1X0.095 Beam Rectangular Tubes 6061-T6 W Typical 0.344 0.048 0.048 0.07 <br />3 W COLUMN 4.000ODX0.125 Beam Pipe 6061-T6 W Typical 1.52 2.86 2.86 5.71 <br />4 W STUB 3.500ODX0.188 Beam Pipe 6061-T6 W Typical 1.96 2.69 2.69 5.36 <br />Basic Load Cases <br />BLC Description Category X Gravity Y Gravity Z Gravity Distributed Area(Member) <br />1 DL DL -1 <br />2 RLL RLL 10 <br />3 W1 WL 12 11 <br />4 W2 WL 12 11 <br />5 W3 WL <br />6 W4 WL <br />7 W5 WL <br />8 W6 WL <br />9 W7 WL <br />10 W8 WL <br />11 EV EL -0.208 <br />12 EH1 EL 1.04 <br />13 EH2 EL 1.04 <br />14 BLC 2 Transient Area Loads None 704 <br />15 BLC 3 Transient Area Loads None 540 <br />16 BLC 4 Transient Area Loads None 540 <br />Load Combinations <br />Description Solve P-Delta BLC Factor BLC Factor BLC Factor <br />1 1.4DL Yes Y 1 1.4 <br />2 1.2DL+0.5RLL Yes Y 1 1.2 2 0.5 <br />3 1.2DL+1.6RLL+0.5W1 Yes Y 1 1.2 2 1.6 3 0.5 <br />4 1.2DL+1.6RLL+0.5W2 Yes Y 1 1.2 2 1.6 4 0.5 <br />5 1.2DL+1.6RLL+0.5W3 Y 1 1.2 2 1.6 5 0.5 <br />6 1.2DL+1.6RLL+0.5W4 Y 1 1.2 2 1.6 6 0.5 <br />7 1.2D+1.6RLL+0.5W5 Y 1 1.2 2 1.6 7 0.5 <br />8 1.2D+1.6RLL+0.5W6 Y 1 1.2 2 1.6 8 0.5 <br />9 1.2D+1.6RLL+0.5W7 Y 1 1.2 2 1.6 9 0.5 <br />10 1.2D+1.6RLL+0.5W8 Y 1 1.2 2 1.6 10 0.5 <br />11 1.2DL+1.0W1+0.5RLL Yes Y 1 1.2 3 1 2 0.5 <br />12 1.2DL+1.0W2+0.5RLL Yes Y 1 1.2 4 1 2 0.5 <br />13 1.2DL+1.0W3+0.5RLL Y 1 1.2 5 1 2 0.5 <br />14 1.2DL+1.0W4+0.5RLL Y 1 1.2 6 1 2 0.5 <br />15 1.2DL+1.0W5+0.5RLL Y 1 1.2 7 1 2 0.5 <br />16 1.2DL+1.0W6+0.5RLL Y 1 1.2 8 1 2 0.5 <br />17 1.2DL+1.0W7+0.5RLL Y 1 1.2 9 1 2 0.5 <br />18 1.2DL+1.0W8+0.5RLL Y 1 1.2 10 1 2 0.5 <br />19 0.9DL+1.0W1 Yes Y 1 0.9 3 1 <br />20 0.9DL+1.0W2 Yes Y 1 0.9 4 1 <br />21 0.9DL+1.0W3 Y 1 0.9 5 1 <br />22 0.9DL+1.0W4 Y 1 0.9 6 1 <br />11 of 25 <br />7/1/2025