Laserfiche WebLink
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 5 <br />Member Distributed Loads (BLC 8 : BLC 4 Transient Area Loads) (Continued) <br />Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] <br />15 M5 Y 2.966 3.806 36 48 <br />16 M5 Y 3.806 4.226 48 60 <br />17 M5 Y 4.226 4.226 60 72 <br />18 M5 Y 4.226 4.226 72 84 <br />19 M5 Y 4.226 4.226 84 96 <br />20 M7 Y 0.473 1.312 12 24 <br />21 M7 Y 1.312 2.152 24 36 <br />22 M7 Y 2.152 2.992 36 48 <br />23 M7 Y 2.992 3.412 48 60 <br />24 M7 Y 3.412 2.992 60 72 <br />25 M7 Y 2.992 2.152 72 84 <br />26 M7 Y 2.152 1.312 84 96 <br />27 M7 Y 1.312 0.473 96 108 <br />28 M1 Y 0.446 1.286 2.665e-15 12 <br />29 M1 Y 1.286 2.126 12 24 <br />30 M1 Y 2.126 2.966 24 36 <br />31 M1 Y 2.966 3.806 36 48 <br />32 M1 Y 3.806 4.226 48 60 <br />33 M1 Y 4.226 4.226 60 72 <br />34 M1 Y 4.226 4.226 72 84 <br />35 M1 Y 4.226 4.226 84 96 <br />36 M2 Y 0.446 1.286 6.217e-15 12 <br />37 M2 Y 2.572 4.252 12 24 <br />38 M2 Y 4.252 5.932 24 36 <br />39 M2 Y 5.932 7.612 36 48 <br />40 M2 Y 7.612 8.452 48 60 <br />41 M2 Y 8.452 8.452 60 72 <br />Wall Panel Distributed Loads <br />No Data to Print... <br />Diaphragm Distributed Loads <br />No Data to Print... <br />Member Area Loads (BLC 1 : Dead) <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 Z Two Way -0.75 -0.75 -0.75 -0.75 Yes <br />2 N4 N8 N7 N3 Z Two Way -0.75 -0.75 -0.75 -0.75 Yes <br />Member Area Loads (BLC 2 : Live) <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 1.25 1.25 1.25 1.25 Yes <br />2 N4 N8 N7 N3 Y Two Way 1.25 1.25 1.25 1.25 Yes <br />Member Area Loads (BLC 3 : Seismic X) <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 X Two Way 0.84 0.84 0.84 0.84 Yes <br />2 N4 N8 N7 N3 X Two Way 0.84 0.84 0.84 0.84 Yes