Laserfiche WebLink
Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br />Ladera Engineering Group <br />HR <br />3321 <br />CLL03238 <br />Checked By : __________ <br />8/13/2025 <br />5:48:05 PM <br />RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam…Page 47 <br />Node Reactions (Continued) <br />LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] <br />1447 242 N111 -285.878 701.091 63.756 0 0 0 <br />1448 242 N110 236.416 554.058 -62.44 0 0 0 <br />1449 242 N112 -127.313 433.709 -30.005 0 0 0 <br />1450 242 N113 87.188 269.942 28.684 0 0 0 <br />1451 242 Totals:-89.587 1958.799 -0.005 <br />1452 242 COG (in):X: 456.208 Y: -31.621 Z: 1.055 <br />1453 243 N111 -336.76 902.818 74.876 0 0 0 <br />1454 243 N110 187.153 352.703 -45.083 0 0 0 <br />1455 243 N112 -76.717 243.749 -10.387 0 0 0 <br />1456 243 N113 139.122 459.531 41.209 0 0 0 <br />1457 243 Totals:-87.202 1958.799 60.615 <br />1458 243 COG (in):X: 456.208 Y: -31.621 Z: 1.055 <br />1459 244 N111 -359.291 991.044 79.591 0 0 0 <br />1460 244 N110 165.939 264.306 -37.196 0 0 0 <br />1461 244 N112 -48.704 140.218 -0.079 0 0 0 <br />1462 244 N113 166.947 563.232 47.319 0 0 0 <br />1463 244 Totals:-75.109 1958.799 89.634 <br />1464 244 COG (in):X: 456.208 Y: -31.621 Z: 1.055 <br />1465 245 N111 -376.494 1057.137 83.193 0 0 0 <br />1466 245 N110 150.316 197.665 -30.792 0 0 0 <br />1467 245 N112 -22.015 42.778 8.946 0 0 0 <br />1468 245 N113 192.752 661.22 52.47 0 0 0 <br />1469 245 Totals:-55.441 1958.799 113.818 <br />1470 245 COG (in):X: 456.208 Y: -31.621 Z: 1.055 <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 N111 max 1061.855 57 9480.497 34 274.02 34 0 245 0 245 0 245 <br />2 min -2346.56 34 -4341.369 57 -250.792 58 0 1 0 1 0 1 <br />3 N110 max 1294.892 41 4794.536 41 420.468 50 0 245 0 245 0 245 <br />4 min -2040.384 50 -8998.595 50 -443.656 42 0 1 0 1 0 1 <br />5 N112 max 2067.201 50 4624.788 43 535.965 50 0 245 0 245 0 245 <br />6 min -1294.503 43 -8218.572 50 -578.766 42 0 1 0 1 0 1 <br />7 N113 max 2297.499 34 8796.256 34 353.053 34 0 245 0 245 0 245 <br />8 min -1097.799 59 -4070.128 59 -312.747 58 0 1 0 1 0 1 <br />9 Totals:max 1560.57 54 1958.8 145 1561 34 <br />10 min -1560.57 46 698.525 65 -1560.786 42 <br />Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks <br />Member Shape Code CheckLoc[in]LC Shear Check Loc[in] LC phi*Pnc [lb]phi*Pnt [lb]phi*Mn y-y [lb-ft]phi*Mn z-z [lb-ft]Cb Eqn <br />1 M35 HSS2.375X0.154 0.956 79.102 50 0.292 163.477 34 4974.131 41400 2459.85 2459.85 1 H1-1a <br />2 M34 HSS2.375X0.154 0.717 82.5 34 0.313 163.126 50 40412.603 41400 2459.85 2459.85 1 H1-1b <br />3 M100 HSS3.500X0.125 0.714 87.146 34 0.192 87.146 34 35164.044 50922 4588.5 4588.5 1 H1-1a <br />4 M101 HSS3.500X0.125 0.679 65.823 34 0.191 87.146 34 35164.044 50922 4588.5 4588.5 1 H1-1a <br />5 MP2 HSS2.375X0.154 0.204 69 221 0.101 29.25 34 23738.871 41400 2459.85 2459.85 1 H1-1b <br />6 MP1 HSS2.375X0.154 0.179 69 34 0.065 69 34 23738.871 41400 2459.85 2459.85 1 H1-1b <br />7 MP4A HSS2.375X0.154 0.163 69 181 0.048 29.25 34 23738.871 41400 2459.85 2459.85 1 H1-1b <br />8 MP4 HSS2.375X0.154 0.163 69 228 0.043 69 42 23738.871 41400 2459.85 2459.85 1 H1-1b <br />9 MP1A HSS2.375X0.154 0.116 69 34 0.043 29.25 42 23738.871 41400 2459.85 2459.85 1 H1-1b <br />10 MP3 HSS2.375X0.154 0.082 69 160 0.017 69 159 23738.871 41400 2459.85 2459.85 1 H1-1b <br />11 MP3A HSS2.375X0.154 0.076 69 162 0.017 29.25 41 23738.871 41400 2459.85 2459.85 1 H1-1b