7400 HARDESON RD SUNBELT RENTALS 2025-07-18

LAYOUT: 2992 Design Code 7/27/21 7:30pm Bay Design ---Lap(ft)-- No. Unit Total : Id Part Length Left Right Strap Weight Weight --•--- STRUCTURAL CODE: LExt 8X25Z14 2.50 8 9.8 27.0 1 8X25Z14 18.00 0 64.8 194.4 Design Basis : WS - Working Stress RExt 8X25214 1.00 0 3.6 10.8 Not Rolled Steel : AISC16 ---- Cold Formed Steel : NAUS16 Total(lb)= 77.4 232.2 BUILDING CODE: Wind Code : IBC 18 Seismic Zone : D LOAD COMBINATIONS: MODULUS OF ELASTICITY: 13 - Dead+Collateral+UNB_SL Nat Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) 2992 Purlin(Surface 2, Id 2) 7/27/21 7:30pm 2992 Purlin Layout(Sur-Face 2) 7/27/21 7:38pm ROOF PURLIN _a==x= - Surface Id = 2 Purlin Id = 2 SURFACE LAYOUT: Offset = 7.91 Surface No. Peak Id Length Row Space LAYOUT (Purlin Id= 2): -•-- -- 2 12.672 3 1.000 Available Design Reduction PURLIN LOCATION: Bay Length ---Lap(ft)-- Load No. Factor Id Part (ft) Left Right Width Strap Out In Purlin Surf Load Dead Show Max_Load ---- - --•• -•-• Id Offset Space Width Load Report Id UC Report Notes LExt 8X25Z14 2.50 3.76 0 8.00 0.65 -•• ••-- 1 8X25214 18.00 3.76 0 0.00 0.65 1 4.156 4.156 3.957 0.91 13 0.96 Mom,Shr RExt 8X25Z14 1.00 3.76 0 0.00 0.65 2 7.914 3.758 3.758 0.96 Y 13 1.03 Mom,Shr 3 11.672 3.758 2.879 1.25 13 0.79 Mom,Shr LOAD ID 1 - Dead+Collateral+Live: 12.672 1.000 Average= 1.02 REACTIONS: Shear(k ) Moment(f-k ) ALTERNATE PURLIN SPACING: Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --Selected_Layout- -Alternate_Layout- ---- ----- Space No. Set_Of Space No. Set_Of LExt 8.00 -0.28 0.00 0.86 1.25 0.25 Opt Row Space Opt Row Space 1 8.77 -8.75 0.25 -3.27 9.14 0.04 - 3 2 S 4 1 RExt 8.08 0.00 0.84 0.81 8.58 0.00