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Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br />Infinigy Engineering <br />CL <br />4106-A0004-B <br />CLU3416 <br />Checked By : __________ <br />11/20/2024 <br />7:14:27 AM <br />RISA-3D Version 22 [ CLU3416_loaded.r3d ]Page 4 <br />Load Combinations (Continued) <br />Description Solve P-Delta BLC Factor BLC Factor BLC Factor <br />4 (1.2 + 0.2Sds)DL + 1.0E AZI 60 Yes Y 1 1.406 31 0.5 32 0.866 <br />5 (1.2 + 0.2Sds)DL + 1.0E AZI 90 Yes Y 1 1.406 31 32 1 <br />6 (1.2 + 0.2Sds)DL + 1.0E AZI 120 Yes Y 1 1.406 31 -0.5 32 0.866 <br />7 (1.2 + 0.2Sds)DL + 1.0E AZI 150 Yes Y 1 1.406 31 -0.866 32 0.5 <br />8 (1.2 + 0.2Sds)DL + 1.0E AZI 180 Yes Y 1 1.406 31 -1 32 <br />9 (1.2 + 0.2Sds)DL + 1.0E AZI 210 Yes Y 1 1.406 31 -0.866 32 -0.5 <br />10 (1.2 + 0.2Sds)DL + 1.0E AZI 240 Yes Y 1 1.406 31 -0.5 32 -0.866 <br />11 (1.2 + 0.2Sds)DL + 1.0E AZI 270 Yes Y 1 1.406 31 32 -1 <br />12 (1.2 + 0.2Sds)DL + 1.0E AZI 300 Yes Y 1 1.406 31 0.5 32 -0.866 <br />13 (1.2 + 0.2Sds)DL + 1.0E AZI 330 Yes Y 1 1.406 31 0.866 32 -0.5 <br />14 (0.9 - 0.2Sds)DL + 1.0E AZI 0 Yes Y 1 0.694 31 1 32 <br />15 (0.9 - 0.2Sds)DL + 1.0E AZI 30 Yes Y 1 0.694 31 0.866 32 0.5 <br />16 (0.9 - 0.2Sds)DL + 1.0E AZI 60 Yes Y 1 0.694 31 0.5 32 0.866 <br />17 (0.9 - 0.2Sds)DL + 1.0E AZI 90 Yes Y 1 0.694 31 32 1 <br />18 (0.9 - 0.2Sds)DL + 1.0E AZI 120 Yes Y 1 0.694 31 -0.5 32 0.866 <br />19 (0.9 - 0.2Sds)DL + 1.0E AZI 150 Yes Y 1 0.694 31 -0.866 32 0.5 <br />20 (0.9 - 0.2Sds)DL + 1.0E AZI 180 Yes Y 1 0.694 31 -1 32 <br />21 (0.9 - 0.2Sds)DL + 1.0E AZI 210 Yes Y 1 0.694 31 -0.866 32 -0.5 <br />22 (0.9 - 0.2Sds)DL + 1.0E AZI 240 Yes Y 1 0.694 31 -0.5 32 -0.866 <br />23 (0.9 - 0.2Sds)DL + 1.0E AZI 270 Yes Y 1 0.694 31 32 -1 <br />24 (0.9 - 0.2Sds)DL + 1.0E AZI 300 Yes Y 1 0.694 31 0.5 32 -0.866 <br />25 (0.9 - 0.2Sds)DL + 1.0E AZI 330 Yes Y 1 0.694 31 0.866 32 -0.5 <br />Envelope Node Reactions <br />Node Label X [lb]LC Y [lb]LC Z [lb]LC MX [lb-ft]LC MY [lb-ft]LC MZ [lb-ft]LC <br />1 N7 max 9.015 11 83.958 2 69.813 4 0 25 0 25 0 25 <br />2 min -7.458 17 -8.538 20 -43.883 22 0 1 0 1 0 1 <br />3 N5 max 9.015 11 84.052 2 69.816 4 0 25 0 25 0 25 <br />4 min -7.458 17 -8.501 20 -43.882 22 0 1 0 1 0 1 <br />5 N6 max 185.049 4 84.523 8 74.329 15 0 25 0 25 0 25 <br />6 min -30.98 22 -8.251 14 -100.472 9 0 1 0 1 0 1 <br />7 N8 max -2.921 22 84.489 8 74.331 15 0 25 0 25 0 25 <br />8 min -156.495 4 -8.318 14 -100.47 9 0 1 0 1 0 1 <br />9 N10 max 97.422 5 34.159 5 39.669 23 0 25 0 25 0 25 <br />10 min -85.805 23 -24.746 23 -40.106 5 0 1 0 1 0 1 <br />11 N11 max 26.747 17 33.158 11 39.663 23 0 25 0 25 0 25 <br />12 min -33.048 11 -25.665 17 -40.112 5 0 1 0 1 0 1 <br />13 N15 max 95.539 5 30.532 5 37.283 11 0 25 0 25 0 25 <br />14 min -87.996 23 -23 23 -35.318 17 0 1 0 1 0 1 <br />15 N16 max 14.823 17 31.373 11 37.278 11 0 25 0 25 0 25 <br />16 min -25.586 10 -21.98 17 -35.323 17 0 1 0 1 0 1 <br />17 N3 max NC NC NC LOCKED NC NC <br />18 min NC NC NC LOCKED NC NC <br />19 N4 max NC NC NC LOCKED NC NC <br />20 min NC NC NC LOCKED NC NC <br />21 Totals:max 247.928 17 225.698 11 247.928 2 <br />22 min -247.928 23 111.424 17 -247.928 20 <br />Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks <br />Member Shape Code CheckLoc[in]LC Shear CheckLoc[in]Dir LC phi*Pnc [lb]phi*Pnt [lb]phi*Mn y-y [lb-ft]phi*Mn z-z [lb-ft]Cb Eqn <br />1 M4 L3X3X3 0.128 0 8 0.024 12 y 10 28334.926 35316 1320.097 2905.206 1.5 H2-1 <br />2 M5 L3X3X3 0.127 0 2 0.025 12 z 4 28334.926 35316 1320.097 2833.473 1.5 H2-1 <br />3 MP1 PIPE_2.0 0.089 0 8 0.031 0 11 23808.54 32130 1871.625 1871.625 1 H1-1b <br />3925 3%4 S Bristol St <br />Unit# WCC015/8/2025