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Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br />Epiq Engineering, LLC <br />Jack Wilson, PE <br />251177 <br />Fencing <br />Checked By : __________ <br />3/24/2026 <br />10:31:00 AM <br />RISA-3D Version 23 [ RISA - Source Racks - Logomark Santa … Page 7 <br />Load Combinations (Continued) <br />Description Solve P-Delta BLC Factor BLC Factor BLC Factor <br />16 (1.2 + 0.2SDS)D - OEy + 1.0L Yes Y DL 1.43 ELY -1 LL 1 <br />17 (0.9 - 0.2SDS)D + OEx Yes Y DL 0.67 ELX 1 <br />18 (0.9 - 0.2SDS)D + OEy Yes Y DL 0.67 ELY 1 <br />19 (0.9 - 0.2SDS)D - OEx Yes Y DL 0.67 ELX -1 <br />20 (0.9 - 0.2SDS)D - OEy Yes Y DL 0.67 ELY -1 <br />Load Combination Design <br />Description Service Hot Rolled Cold Formed Wood Concrete Masonry Aluminum Stainless Connection <br />1 L Yes Yes Yes Yes <br />2 D + L Yes Yes Yes Yes <br />3 1.4D Yes Yes Yes <br />4 1.2D + 1.6L Yes Yes Yes <br />5 (1.2 + 0.2SDS)D + pEx + 1.0L Yes Yes Yes <br />6 (1.2 + 0.2SDS)D + pEy + 1.0L Yes Yes Yes <br />7 (1.2 + 0.2SDS)D - pEx + 1.0L Yes Yes Yes <br />8 (1.2 + 0.2SDS)D - pEy + 1.0L Yes Yes Yes <br />9 (0.9 - 0.2SDS)D + pEx Yes Yes Yes <br />10 (0.9 - 0.2SDS)D + pEy Yes Yes Yes <br />11 (0.9 - 0.2SDS)D - pEx Yes Yes Yes <br />12 (0.9 - 0.2SDS)D - pEy Yes Yes Yes <br />13 (1.2 + 0.2SDS)D + OEx + 1.0L <br />14 (1.2 + 0.2SDS)D + OEy + 1.0L <br />15 (1.2 + 0.2SDS)D - OEx + 1.0L <br />16 (1.2 + 0.2SDS)D - OEy + 1.0L <br />17 (0.9 - 0.2SDS)D + OEx <br />18 (0.9 - 0.2SDS)D + OEy <br />19 (0.9 - 0.2SDS)D - OEx <br />20 (0.9 - 0.2SDS)D - OEy <br />Envelope AISC 16TH (360-22): LRFD Member Steel Code Checks <br />Member Shape Code CheckLoc[in] LC Shear CheckLoc[in] LC phi*Pnc [lb]phi*Pnt [lb]phi*Mn y-y [lb-ft]phi*Mn z-z [lb-ft] Cb Eqn <br />1 M1 PIPE_2.5 0.127 0 6 0.006 0 6 34284.46 72450 5137.5 5137.5 1 H1-1b <br />2 M2 PIPE_2.5 0.2 0 6 0.009 0 6 34284.46 72450 5137.5 5137.5 1 H1-1b <br />3 M3 PIPE_1.5 0.037 60 8 0.015 120 6 4596.687 33705 1578.75 1578.75 1 H1-1b <br />4 M5 PIPE_2.5 0.127 0 6 0.006 0 6 34284.46 72450 5137.5 5137.5 1 H1-1b <br />5 M6 PIPE_1.5 0.037 60 8 0.015 120 6 4596.687 33705 1578.75 1578.75 1 H1-1b <br />Envelope AISI S100-20: LRFD Member Cold Formed Steel Code Checks <br />No Data to Print... <br />Node Reactions <br />LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] <br />1 1 N1 0 -50 0 188.37 0 -27.089 <br />2 1 N3 0 -100 0 349.51 0 0 <br />3 1 N7 0 -50 0 188.37 0 27.089 <br />4 1 Totals:0 -200 0 <br />5 1 COG (in):NC NC NC <br />6 2 N1 0 -50 86.571 189.074 -16.253 -27.089 <br />7 2 N3 0 -100 129.315 351.11 0 0 <br />8 2 N7 0 -50 86.571 189.074 16.253 27.089 <br />9 2 Totals:0 -200 302.457