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Company Designer Job Number Model Name : : : : Epiq Engineering, LLC Jack Wilson, PE 251177 Fencing Checked By : __________ 3/24/2026 10:31:00 AM RISA-3D Version 23 [ RISA - Source Racks - Logomark Santa … Page 2 Cold Formed Steel Design Parameters No Data to Print... Nodal Loads and Enforced Displacements No Data to Print... Member Point Loads No Data to Print... Wall Panel Point Loads No Data to Print... Diaphragm Point Loads No Data to Print... Member Distributed Loads (BLC 5 : BLC 1 Transient Area Loads) 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, %)] 1 M1 Z -0.398 -1.148 2.665e-15 12 2 M1 Z -1.148 -1.898 12 24 3 M1 Z -1.898 -2.648 24 36 4 M1 Z -2.648 -3.398 36 48 5 M1 Z -3.398 -3.773 48 60 6 M1 Z -3.773 -3.773 60 72 7 M1 Z -3.773 -3.773 72 84 8 M1 Z -3.773 -3.773 84 96 9 M2 Z -0.398 -1.148 6.217e-15 12 10 M2 Z -2.297 -3.797 12 24 11 M2 Z -3.797 -5.297 24 36 12 M2 Z -5.297 -6.797 36 48 13 M2 Z -6.797 -7.547 48 60 14 M2 Z -7.547 -7.547 60 72 15 M2 Z -7.547 -7.547 72 84 16 M2 Z -7.547 -7.547 84 96 17 M4 Z -0.422 -1.172 12 24 18 M4 Z -1.172 -1.922 24 36 19 M4 Z -1.922 -2.672 36 48 20 M4 Z -2.672 -3.047 48 60 21 M4 Z -3.047 -2.672 60 72 22 M4 Z -2.672 -1.922 72 84 23 M4 Z -1.922 -1.172 84 96 24 M4 Z -1.172 -0.422 96 108 25 M2 Z -0.398 -1.148 2.665e-15 12 26 M5 Z -0.398 -1.148 6.217e-15 12 27 M5 Z -1.148 -1.898 12 24 28 M5 Z -1.898 -2.648 24 36 29 M5 Z -2.648 -3.398 36 48 30 M5 Z -3.398 -3.773 48 60 31 M5 Z -3.773 -3.773 60 72 32 M5 Z -3.773 -3.773 72 84 33 M5 Z -3.773 -3.773 84 96 34 M7 Z -0.422 -1.172 12 24 35 M7 Z -1.172 -1.922 24 36 36 M7 Z -1.922 -2.672 36 48 37 M7 Z -2.672 -3.047 48 60 38 M7 Z -3.047 -2.672 60 72