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Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br />TEP <br />SVW <br />TEP No. 353924.1184084 <br />CLL01580 (12844670) <br />Checked By : SMS <br />11/8/2025 <br />2:16:59 PM <br />RISA-3D Version 22 [ T-Arm Mount.r3d ]Page 12 <br />Load Combinations (Continued) <br />Description Solve P-Delta BLC Factor BLC Factor BLC Factor <br />88 (0.9-0.2Sds)*DL+1.0 120 Seismic Yes Y 1 0.691 ELX -0.261 ELZ 0.452 <br />89 (0.9-0.2Sds)*DL+1.0 135 Seismic Yes Y 1 0.691 ELX -0.369 ELZ 0.369 <br />90 (0.9-0.2Sds)*DL+1.0 150 Seismic Yes Y 1 0.691 ELX -0.452 ELZ 0.261 <br />91 (0.9-0.2Sds)*DL+1.0 180 Seismic Yes Y 1 0.691 ELX -0.522 <br />92 (0.9-0.2Sds)*DL+1.0 210 Seismic Yes Y 1 0.691 ELX -0.452 ELZ -0.261 <br />93 (0.9-0.2Sds)*DL+1.0 225 Seismic Yes Y 1 0.691 ELX -0.369 ELZ -0.369 <br />94 (0.9-0.2Sds)*DL+1.0 240 Seismic Yes Y 1 0.691 ELX -0.261 ELZ -0.452 <br />95 (0.9-0.2Sds)*DL+1.0 270 Seismic Yes Y 1 0.691 ELZ -0.522 <br />96 (0.9-0.2Sds)*DL+1.0 300 Seismic Yes Y 1 0.691 ELX 0.261 ELZ -0.452 <br />97 (0.9-0.2Sds)*DL+1.0 315 Seismic Yes Y 1 0.691 ELX 0.369 ELZ -0.369 <br />98 (0.9-0.2Sds)*DL+1.0 330 Seismic Yes Y 1 0.691 ELX 0.452 ELZ -0.261 <br />Node Loads and Enforced Displacements (BLC 35 : Lm) <br />Node Label L, D, M Direction Magnitude [(k, k-ft), (in, rad), (k*s²/ft, k*s²*ft)] <br />1 N11 L Y -0.25 <br />Node Loads and Enforced Displacements (BLC 36 : Lv) <br />Node Label L, D, M Direction Magnitude [(k, k-ft), (in, rad), (k*s²/ft, k*s²*ft)] <br />1 N6 L Y -0.25 <br />Envelope Node Reactions <br />Node Label X [k]LC Y [k]LC Z [k]LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC <br />1 S1 max 0.887 18 0.965 59 0.285 7 0.49 50 1.684 31 2.507 59 <br />2 min -0.366 10 0.418 83 -0.608 62 0.036 85 -0.983 7 1.109 83 <br />3 N13 max 0.555 2 1.004 51 0.615 23 0.488 50 0.853 15 2.536 51 <br />4 min -0.873 26 0.439 91 -0.283 13 0.038 83 -1.619 23 1.157 94 <br />5 N48 max 0.271 3 0.925 70 0.443 6 2.012 69 1.68 26 -0.589 94 <br />6 min -0.798 27 0.418 94 -0.738 30 0.94 93 -0.983 2 -1.296 70 <br />7 N59 max 0.842 19 0.968 78 0.715 22 2.026 79 0.855 10 -0.618 92 <br />8 min -0.399 11 0.439 86 -0.565 14 0.971 87 -1.629 18 -1.297 68 <br />9 N93 max 0.494 33 0.925 80 0.921 22 -0.98 88 1.693 21 -0.517 87 <br />10 min -0.486 9 0.418 88 -0.321 14 -2.128 80 -0.995 13 -1.098 79 <br />11 N104 max 0.476 17 0.968 72 0.492 6 -1.029 86 0.876 5 -0.522 98 <br />12 min -0.569 25 0.439 96 -0.96 30 -2.129 77 -1.652 29 -1.116 74 <br />13 Totals:max 3.349 18 5.535 73 3.231 6 <br />14 min -3.226 10 2.716 97 -3.231 30 <br />Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks <br />Member Shape Code CheckLoc[ft]LCShear CheckLoc[ft]DirLCphi*Pnc [k]phi*Pnt [k]phi*Mn y-y [k-ft]phi*Mn z-z [k-ft] Cb Eqn <br />1 MP-1 PIPE_2.0 0.368 6.25 50 0.038 2.5 56 15.275 32.13 1.872 1.872 1 H1-1b <br />2 FF-BH3 PIPE_3.0 0.287 6.5 29 0.11 6.5 21 25.929 65.205 5.749 5.749 1 H1-1b <br />3 FF-BH1 PIPE_3.0 0.284 6.5 18 0.11 6.5 26 25.929 65.205 5.749 5.749 1 H1-1b <br />4 FF-BH2 PIPE_3.0 0.283 6.5 23 0.11 6.5 31 25.929 65.205 5.749 5.749 1 H1-1b <br />5 MP-2 PIPE_2.5 0.28 3.125 50 0.041 6.875 50 35.651 50.715 3.596 3.596 1 H1-1b <br />6 FF-TH3 PIPE_3.0 0.259 6.5 20 0.114 6.5 29 25.929 65.205 5.749 5.749 1 H1-1b <br />7 FF-TH2 PIPE_3.0 0.255 6.5 31 0.114 6.5 23 25.929 65.205 5.749 5.749 1 H1-1b <br />8 FF-TH1 PIPE_3.0 0.254 6.5 26 0.114 6.5 18 25.929 65.205 5.749 5.749 1 H1-1b <br />9 SA1-BH HSS4X4X4 0.252 0 62 0.061 0 y 50 118.166 139.518 16.181 16.181 1.832 H1-1b <br />10 SA1-THHSS4X4X4 0.239 0 56 0.062 0 y 50 118.166 139.518 16.181 16.181 1.854 H1-1b <br />11 MP-5 PIPE_2.0 0.236 2.5 76 0.034 2.5 77 23.088 32.13 1.872 1.872 1 H1-1b