4111 3%4 S Main St Unit #WCC01 - Plan

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Company : GPD Mar 1, 2023 11:03 AMDesigner : Karumanchi, Ujwala Job Number : 2023723.21.214755.02 Checked By:_____ Model Name : 214755_CLL01583_SCE FAIRVIEW SUBSTATION Load Combinations (Continued) Description S... PDelta S... B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa... 342 1.2 Dead + 1.5 Live_V - BS...Yes Y 1 1.2 55 1.5 0 0 0 0 0 0 343 1.2 Dead + 1.5 Live_V - BS...Yes Y 1 1.2 56 1.5 0 0 0 0 0 0 344 1.2 Dead + 1.5 Live_V - CS...Yes Y 1 1.2 57 1.5 0 0 0 0 0 0 345 1.2 Dead + 1.5 Live_V - CS...Yes Y 1 1.2 58 1.5 0 0 0 0 0 0 346 1.2 Dead + 1.5 Live_V - CS...Yes Y 1 1.2 59 1.5 0 0 0 0 0 0 347 1.2 Dead + 1.5 Live_V - FM...Yes Y 1 1.2 60 1.5 0 0 0 0 0 0 348 1.2 Dead + 1.5 Live_V - FM...Yes Y 1 1.2 61 1.5 0 0 0 0 0 0 349 1.2 Dead + 1.5 Live_V - FM...Yes Y 1 1.2 62 1.5 0 0 0 0 0 0 350 1.2 Dead + 1.5 Live_V - M1...Yes Y 1 1.2 63 1.5 0 0 0 0 0 0 351 1.2 Dead + 1.5 Live_V - M1...Yes Y 1 1.2 64 1.5 0 0 0 0 0 0 352 1.2 Dead + 1.5 Live_V - M1...Yes Y 1 1.2 65 1.5 0 0 0 0 0 0 353 1.2 Dead + 1.5 Live_V - M4...Yes Y 1 1.2 66 1.5 0 0 0 0 0 0 354 1.2 Dead + 1.5 Live_V - M4...Yes Y 1 1.2 67 1.5 0 0 0 0 0 0 355 1.2 Dead + 1.5 Live_V - M4...Yes Y 1 1.2 68 1.5 0 0 0 0 0 0 356 1.2 Dead + 1.5 Live_V - M5...Yes Y 1 1.2 69 1.5 0 0 0 0 0 0 357 1.2 Dead + 1.5 Live_V - M5...Yes Y 1 1.2 70 1.5 0 0 0 0 0 0 358 1.2 Dead + 1.5 Live_V - M5...Yes Y 1 1.2 71 1.5 0 0 0 0 0 0 359 1.2 Dead + 1.5 Live_V - M5...Yes Y 1 1.2 72 1.5 0 0 0 0 0 0 360 1.2 Dead + 1.5 Live_V - M5...Yes Y 1 1.2 73 1.5 0 0 0 0 0 0 Envelope Joint Reactions Joint X [lb] LC Y [lb] LC Z [lb] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC 1 A2 max 1281.08 38 1161.537 110 911.676 44 .845 144 3.479 33 3.647 98 2 min -500.811 27 420.412 39 -750.793 33 -1.121 66 -3.969 44 1.23 39 3 A1 max 1006.179 39 1189.887 56 1166.319 45 .845 144 5.064 32 3.662 98 4 min -1785.247 26 434.959 27 -1327.47 32 -1.122 66 -4.598 45 1.349 39 5 C2 max 613.183 39 1165.049 286 559.915 45 3.565 251 3.919 48 -.576 27 6 min -1130.991 26 429.121 31 -1198.735 32 1.015 33 -3.572 37 -2.626 320 7 C1 max 1625.397 38 1217.282 316 1718.96 44 3.604 253 4.75 49 -.581 49 8 min -1107.556 27 457.401 43 -1080.739 33 1.097 35 -5.079 36 -2.654 318 9 B2 max 625.348 39 1162.458 163 1091.717 44 -.954 45 3.247 41 -.597 27 10 min -1118.565 26 418.843 49 -603.342 33 -3.601 234 -3.718 28 -2.534 152 11 B1 max 1564.805 38 1190.925 229 1097.08 45 -1.001 43 4.775 40 -.62 29 12 min -1071.303 27 433.218 37 -1584.079 32 -3.623 230 -4.311 29 -2.545 152 13 Totals:max 6111.316 39 5624.191 44 6111.356 44 14 min -6111.318 26 2792.308 33 -6111.356 32 Envelope AISC 15th(360-16): LRFD Steel Code Checks Member Shape Code Check Loc[in] LC Shear Check Loc[in] ... LC phi*P...phi*P...phi*... phi*... ... Eqn 1 CSO HSS4X4X4 .494 0 36 .101 0 y 318 1312...1395...16.181 16.181 ...H1-... 2 ASO HSS4X4X4 .490 0 32 .113 0 y 66 1312...1395...16.181 16.181 ...H1-... 3 BSO HSS4X4X4 .465 0 40 .109 0 y 152 1312...1395...16.181 16.181 ...H1-... 4 B4 P2_STD .457 24 230 .109 24 30 1581...3386...1.998 1.998 ...H1-... 5 SA-H1 HSS4X4X4 .420 0 44 .112 0 y 65 1312...1395...16.181 16.181 ...H1-... 6 C1 P2_STD .419 24 255 .105 24 48 1581...3386...1.998 1.998 ...H1-... 7 M52 HSS4X4X4 .418 0 48 .100 0 y 319 1312...1395...16.181 16.181 ...H1-... 8 A4 P2_STD .418 24 141 .104 24 44 1581...3386...1.998 1.998 ...H1-... 9 A1 P2_STD .412 24 67 .152 24 32 1581...3386...1.998 1.998 ...H1-... 10 B3 P2_STD .406 24 222 .075 24 233 1581...3386...1.998 1.998 ...H1-... 11 M85 HSS4X4X4 .396 0 28 .109 0 y 152 1312...1395...16.181 16.181 ...H1-... 12 B1 P2_STD .386 24 168 .151 24 42 1581...3386...1.998 1.998 ...H1-... 13 A2 P2_STD .373 24 51 .091 24 32 1581...3386...1.998 1.998 ...H1-... 14 M87 P3_STD .359 71.771 36 .236 58.229 241 5862...70182 6.124 6.124 ...H1-... 15 C2 P2_STD .359 24 251 .069 24 321 1581...3386...1.998 1.998 ...H1-... RISA-3D Version 17.0.2 Page 15 [T:\...\...\...\...\01_Mount\00_Rev 0\03_Modeling\214755.02.Loaded.r3d] 4111 3%4 S Main St Unit #WCC0112/13/2024