7400 HARDESON RD SUNBELT RENTALS 2025-07-18

LExt RSup -0.15 5.02 0.03 RSup 0.19 5.65 0.03 RSup 0.04 0.21 4 0.00 15.79 0.00 -2.01 5.14 0.39 0.39 0 1 LSup 0.58 5.02 0.11 MidS -2.47 5.14 0.48 LSup 0.12 -0.48 5 8.00 15.79 0.00 -2.01 5.14 0.39 0.39 0 RExt LSup 0.06 5.02 0.01 LSup 0.03 5.84 0.01 LSup 0.00 0.89 6 0.00 15.79 0.00 -2.01 5.14 0.39 0.39 8 7 0.00 15.79 0.00 0.86 4.14 0.21 8.21 8 LOAD ID 2 - Dead+Collateral+Snow: 8 0.00 15.79 0.00 0.86 4.14 0.21 0.21 a 9 0.00 15.79 0.00 -0.37 5.14 0.07 0.07 8 10 0.00 15.79 0.00 -1.96 5.14 0.38 1.38 0 REACTIONS: 11 0.80 15.79 8.00 -2.36 5.14 0.46 0.46 8 Shear(k ) Moment(f-k ) 12 0.00 15.79 0.00 -2.36 5.14 0.46 0.46 8 Bay Left Left Right Right Left Left MidSpan Right Right 13 0.08 15 790.00 -2.36 5.14 0.46 0.46 0 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 14 0.00 15 79 0.00 -0.10 5.14 0.02 8.02 0 LExt 0.00 -0.19 8.80 0.06 1.25 0.23 2992 Eave(Wa11 2) 7/27/21 7:30pm 1 0.71 -0.69 0.23 -3.00 9.14 0.04 ....................... z:... . = RExt 0.08 0.00 0.04 0.01 0.50 8.08 EAVE STRUT STRENGTH/DEFLECTION: Wall Id = 2 Bay -Shear(k ) Moment(f-k ) -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LAYOUT: LExt RSup -0.19 5.02 0.04 RSup 0.23 5.65 0.04 RSup 0.05 0.25 1 LSup 0.71 5.02 0.14 MidS -3.00 5.14 0.58 LSup 0.15 -0.59 Available RExt LSup 0.08 5.02 0.02 LSup 0.04 5.84 0.01 LSup 0.00 0.10 Design Reduction Bay Length --Lap(ft)-- Load No. No. Unit Total Factor LOAD ID 3 - Dead+Collateral+Snow+Snow Drift: Id Part (ft) Left Right Width Strap Row Weight Weight Out In LExt 8X25214 2.50 2.84 0 1 9.0 9.0 0.00 0.65 REACTIONS: 1 8x25114 18.00 2.84 0 1 64.8 64.8 0.00 0.65 Shear(k )-------• Mament(f-k ) RExt 8R25114 1.00 2.84 0 1 3.6 3.6 0.00 0.65 Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Moe Loc Lap Sup Total(lb)= 77.4 LExt 0.00 -0.19 0.00 0.06 1.25 8.23 Purlin DL= 1.27 (psf ) 1 0.71 -0.69 0.23 -3.00 9.14 0.04 RExt 0.08 0.00 0.04 0.01 0.50 0.00 LOAD ID 1 - Dead+Collateral+Live: STRENGTH/DEFLECTION: Bay Shear(k ) Moment(f-k ) -Mom+Shr- Deflect(in) REACTIONS: Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit Shear(k ) Moeent(f-k ) Bay Left Left Right Right Left Left MidSpan Right Right LExt RSup -8.19 5.02 0.04 RSup 0.23 5.65 0.04 RSup 0.05 0.25 Id Sup Lap Lap Sup Sup Lap Mao Loc Lap Sup 1 LSup 0.71 5.02 0.14 MidS -3.80 5.14 0.58 LSup 0.15 -0.59 --- ---- RExt LSup 8.08 5.02 0.03 LSup 8.04 5.84 0.01 LSup 8.88 8.18 LExt 8.80 -0.15 0.08 0.05 1.25 0.19 1 0.58 -9.56 0.19 -2.47 9.14 0.03 LOAD ID 4 - Dead+Collateral+Snow+Slide Snow: RExt 0.06 9.09 9.03 0.01 8.50 8.08 STRENGTH/DEFLECTION: REACTIONS: Bay -- Shear(k ) Moment(f-k ) -MOm+Shr- Deflect(in) - ---Shear(k ) Moment(f-k ) Id Loc Calc Limit UC Lac Calc Limit UC Loc UC Calc Limit Bay Left Left Right Right Left Left MidSpan Right Right -- -- - --- - -- - ----- •---- ---• --•- ••--