7400 HARDESON RD SUNBELT RENTALS 2025-07-18

5 1.5 6.7 160.7 8.04 0.6 -4.2 145.7 0.83 13 10.6 -8.07 8.83 0.89 6 1.5 12.7 168.7 0.08 8.6 -7.9 145.7 0.05 14 10.6 -0.05 0.83 0.06 7 1.5 -4.6 145.7 0.03 0.6 2.9 168.7 8.02 15 10.6 0.06 0.83 0.07 8 1.5 0.8 168.7 8.00 8.6 -8.5 145.7 0.00 16 10.6 0.00 0.83 0.00 9 1.5 0.8 160.7 0.80 0.6 -0.5 145.7 0.00 17 10.6 -0.87 0.83 0.08 1 Rooflt 1 1.5 6.1 160.7 0.04 8.6 -3.8 145.7 0.03 2 1.5 14.1 160.7 0.09 0.6 -8.8 145.7 0.06 LOAD COMBINATION: 3 1.5 14.1 160.7 0.09 0.6 -8.8 145.7 8.06 4 1.5 14.1 160.7 0.09 0.6 -8.8 145.7 0.06 Load 5 1,5 6.7 160.7 8.04 0.6 -4.2 145.7 0.03 Id Description 6 1.5 12.7 160.7 0.08 0.6 -7.9 145.7 8.05 ---- --- - 7 1,5 -7.8 145.7 0.05 0.6 4.9 168.7 0.03 1 Dead+Live 8 1.5 0.8 160.7 0.00 0.6 -0.5 145.7 0.00 2 Dead+Snow 9 1.5 0.8 160.7 0.00 0.6 -0.5 145.7 0.00 3 Dead+Snow+Snow Drift 1 RoofRt 1 1.5 6.1 160.7 0.04 0.6 -3.8 145.7 0.83 4 Dead+Snow+Slide Snow 2 1.5 14.1 160.7 0.09 0.6 -8.8 145.7 0.06 5 Dead+0.751ive+0.45Wind_Pressurel 3 1.5 14.1 160.7 0.09 0.6 -8.8 145.7 0.06 6 Dead+0.75Snow+8.45Wind Pressurel 4 1.5 14.1 160.7 0.09 0.6 -8.8 145.7 0.06 7 8.6Dead+0.6wind 5uctionl 5 1.5 6.7 168.7 0.04 0.6 -4.2 145.7 0.03 8 Dead+UNB SL 6 1.5 12.7 160.7 8.88 0.6 -7.9 145.7 0.85 9 Dead+UNB SL 7 1.5 -7.8 145.7 8.85 0.6 4.9 160.7 0.03 10 Live 8 1.5 0.8 160.7 8.00 0.6 -8.5 145.7 0.80 11 Snow 9 1.5 0.8 160.7 0.00 0.6 -0.5 145.7 0.00 12 Snow+Snow Drift --- ---- --- --- 13 Snow+Slide Snow 2 Roof 1 1,5 6.1 168.7 0.04 0.6 -3.8 145.7 0.03 14 Wind_Pressurel 2 1.5 14.1 168.7 8.89 0.6 -8.8 145,7 0.06 15 WindSuctionl 3 1,5 14.1 160.7 0.09 0.6 -8.8 145.7 8.06 16 UNB_SL 4 1.5 14.1 160.7 8.09 0.6 -8.8 145.7 0.06 17 UNB_SL 5 1.5 6.7 160.7 0.04 0.6 -4.2 145.7 0.03 6 1.5 12.7 168.7 0.88 8.6 -7.9 145.7 0.05 2992 Extension Panel Design 7/27/21 7:30piu 7 1.5 -4.6 145.7 0,03 8.6 2.9 160.7 0.02 8 1.5 8.8 160.7 0.08 0.6 -0.5 145.7 0.00 9 1.5 8.8 160.7 0.00 0.6 -8.5 145.7 0.00 PANEL LAYOUT: 2 RoofLt 1 1.5 6.1 160.7 0.04 8.6 -3.8 145.7 0.03 2 1.5 14.1 168.7 0.09 0.6 -8.8 145.7 0.86 Ext Surface No. Max 3 1.5 14.1 160.7 0.09 0.6 -8.8 145.7 8.06 Id Locate Part Type Gage Yield Length Purlin Space 4 1.5 14.1 160.7 0.89 0.6 -8,8 145.7 0.06 - - --•• ------ ------ 5 1.5 6.7 168.7 0.04 0.6 .4.2 145.7 0.83 1 Roof HHR 26 HR 26.08 58,0 1.52 0 1.521 6 1.5 12.7 168.7 0.08 0.6 -7.9 145.7 0.05 2 Roof HMR 26 HR 26.00 50.0 1,52 0 1.521 7 1.5 -7.8 145.7 8.05 0.6 4.9 168.7 0.03 8 1.5 0.8 168.7 0.00 0.6 -0.5 145.7 0.00 PANEL STRENGTH: 9 1.5 8.8 160.7 0.00 0.6 -0.5 145.7 0.00 ------ - 2 RoofRt 1 1.5 6.1 160.7 0.04 0.6 -3.8 145.7 0.03 Support Midspan 7 1.5 14.1 160.7 0.09 0.6 -8.8 145.7 0.06 Ext Load Moment(ft-lb/ft) Moment(ft-lb/ft) 3 1.5 14.1 160.7 0.09 8.6 -8.8 145.7 0.06 Id Area Id Offset Calc Limit Ratio Offset Calc Limit Ratio 4 1.5 14.1 160.7 0.89 0.6 -8.8 145.7 0.06 ---- - -- ---- ---- ----- ------ ---- --- 5 1.5 6.7 160.7 0.04 0.6 -4.2 145.7 0.03 1 Roof 1 1.5 6.1 160.7 0.84 8.6 -3.8 145.7 0.03 6 1.5 12.7 160.7 0.08 0.6 -7.9 145.7 0.05 2 1.5 14.1 160.7 0.09 0.6 -8.8 145.7 0.86 7 1.5 -7.8 145.7 0.05 0.6 4.9 168.7 0.03 3 1.5 14.1 160.7 0.09 0.6 -8.8 145.7 0.06 8 1.5 0.8 160.7 0.00 0.6 -0.5 145.7 0.00 4 1.5 14.1 168.7 0.09 0.6 -8.8 145.7 8.06