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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 6 <br />Member Area Loads (BLC 4 : Seismic Y) <br />Node ANode BNode CNode DDirection Load Direction A Magnitude [psf] B Magnitude [psf] C Magnitude [psf] D Magnitude [psf]Exclude Braces <br />1 N2 N4 N3 N1 Y Two Way 0.84 0.84 0.84 0.84 Yes <br />2 N4 N8 N7 N3 Y Two Way 0.84 0.84 0.84 0.84 Yes <br />Plate Surface Loads <br />No Data to Print... <br />Wall Panel Surface Loads <br />No Data to Print... <br />Diaphragm Surface Loads <br />No Data to Print... <br />Moving Loads <br />No Data to Print... <br />Moving Load Patterns <br />No Data to Print... <br />Time History Loads <br />No Data to Print... <br />Basic Load Cases <br />BLC Description Category X Gravity Y Gravity Z Gravity Distributed Area(Member) <br />1 Dead DL -1 2 <br />2 Live LL 2 <br />3 Seismic X ELX 1.151 2 <br />4 Seismic Y ELY 1.151 2 <br />5 BLC 1 Transient Area Loads None 41 <br />6 BLC 2 Transient Area Loads None 41 <br />7 BLC 3 Transient Area Loads None 41 <br />8 BLC 4 Transient Area Loads None 41 <br />Load Combinations <br />Description Solve P-Delta BLC Factor BLC Factor BLC Factor <br />1 L Yes Y LL 1 <br />2 D + L Yes Y DL 1 LL 1 <br />3 1.4D Yes Y DL 1.4 <br />4 1.2D + 1.6L Yes Y DL 1.2 LL 1.6 <br />5 (1.2 + 0.2SDS)D + pEx + 1.0L Yes Y DL 1.43 ELX 1 LL 1 <br />6 (1.2 + 0.2SDS)D + pEy + 1.0L Yes Y DL 1.43 ELY 1 LL 1 <br />7 (1.2 + 0.2SDS)D - pEx + 1.0L Yes Y DL 1.43 ELX -1 LL 1 <br />8 (1.2 + 0.2SDS)D - pEy + 1.0L Yes Y DL 1.43 ELY -1 LL 1 <br />9 (0.9 - 0.2SDS)D + pEx Yes Y DL 0.67 ELX 1 <br />10 (0.9 - 0.2SDS)D + pEy Yes Y DL 0.67 ELY 1 <br />11 (0.9 - 0.2SDS)D - pEx Yes Y DL 0.67 ELX -1 <br />12 (0.9 - 0.2SDS)D - pEy Yes Y DL 0.67 ELY -1 <br />13 (1.2 + 0.2SDS)D + OEx + 1.0L Yes Y DL 1.43 ELX 1 LL 1 <br />14 (1.2 + 0.2SDS)D + OEy + 1.0L Yes Y DL 1.43 ELY 1 LL 1 <br />15 (1.2 + 0.2SDS)D - OEx + 1.0L Yes Y DL 1.43 ELX -1 LL 1