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Project Title: <br /> Engineer: <br /> Project ID: SDA#7673-220426 REVISION <br /> Project Descr: <br /> 2-D Frame File:7673-220426 vs3.ec6 <br /> Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 <br /> Lic.#:KW-06014008 Structural Design Associates <br /> Member Distributed Loads.... Note: Loads labeled"Global Y"act downward(in"-Y"direction) <br /> Member Load Load Extents Load Magnitude <br /> Start ft <br /> Label Direction End Dead Roof Live Live Snow Seismic Wind Earth <br /> 4-5 Global X 0.0 Start Mag: 0.8120 0.160 k/ft <br /> 1.550 End Mag: 0.8120 0.160 k/ft <br /> 5-7 Global Y 0.0 Start Mag: 0.0680 0.0750 k/ft • <br /> 1.860 End Mag: 0.0680 0.0750 k/ft <br /> 5-7 Global X 0.0 Start Mag: 0.8120 0.160 k/ft <br /> 1.860 End Mag: 0.8120 0.160 k/ft <br /> 10-21 Global Y 0.0 Start Mag: 0.0680 0.0750 k/ft <br /> 11.140 End Mag: 0.0680 0.0750 k/ft <br /> 10-21 Global X 0.0 Start Mag: 0.8120 0.160 k/ft <br /> 11.140 End Mag: 0.8120 0.160 k/ft <br /> 21-23 Global Y 0.0 Start Mag: 0.0680 0.0750 k/ft <br /> 1.20 End Mag: 0.0680 0.0750 k/ft <br /> 21-23 Global X 0.0 Start Mag: 0.8120 0.160 k/ft <br /> 1.20 End Mag: 0.8120 0.160 k/ft <br /> 7-10 Global Y 0.0 Start Mag: 0.0680 0.0750 k/ft <br /> 14.0 End Mag: 0.0680 0.0750 k/ft <br /> 7-10 Global X 0.0 Start Mag: 0.8120 0.160 k/ft <br /> 14.0 End Mag: 0.8120 0.160 k/ft <br /> Stress/Strength Load Combinations ASCE 7-16 <br /> Load Combination 0.2*Sds* Load Combination Factors <br /> Description Lambda Dead Seismic Roof Live Live Snow Wind Seismic Rho Earth <br /> +1.40D+1.60H 0.6 1.40 1.60 <br /> +1.20D+0.50Lr+1.60L+1.60H 0.8 1.20 0.50 1.60 1.60 <br /> +1.20D+1.60L+0.50S+1.60H 0.8 1.20 1.60 0.50 1.60 <br /> +1.20D+1.60Lr+L+1.60H 0.8 1.20 1.60 1.0 1.60 <br /> +1.20D+1.60Lr+0.50W+1.601-1 0.8 1.20 1.60 0.50 1.60 <br /> +1.20D+L+1.60S+1.60H 0.8 1.20 1.0 1.60 1.60 <br /> +1.20D+1.60S+0.50W+1.60H 0.8 1.20 1.60 0.50 1.60 <br /> +1.20D+0.50Lr+L+W+1.60H 1 1.20 0.50 1.0 1.0 1.60 <br /> +1.20D+L+0.50S+W+1.60H 1 1.20 1.0 0.50 1.0 1.60 <br /> +0.90D+W+1.60H 1 0.90 1.0 1.60 <br /> +1.20D+L+0.20S+2.0E+1.60H 0.8 1.20 1.0 0.20 2.0 2.0 1.60 <br /> +0.90D+2.0E+0.90H 0.6 0.90 2.0 2.0 0.90 <br /> Reaction Load Combinations ASCE 7-16 <br /> Load Combination Load Combination Factors <br /> Description Dead Roof Live Live Snow Wind Seismic Earth <br /> +D+H 1.0 1.0 <br /> +D+L+H 1.0 1.0 1.0 <br /> +D+Lr+H 1.0 1.0 1.0 <br /> +D+S+H 1.0 1.0 1.0 <br /> +D+0.750Lr+0.750L+H 1.0 0.750 0.750 1.0 <br /> +D+0.750L+0.750S+H 1.0 0.750 0.750 1.0 <br /> +D+0.60W+H 1.0 0.60 1.0 <br /> +D+0.750Lr+0.750L+0.450W+H 1.0 0.750 0.750 0.450 1.0 <br /> +D+0.750L+0.750S+0.450W+H 1.0 0.750 0.750 0.450 1.0 <br /> +0.60D+0.60W+0.60H 0.60 0.60 0.60 <br /> +D+0.70E+0.60H 1.0 0.70 0.60 <br /> +D+0.750L+0.750S+0.5250E+H 1.0 0.750 0.750 0.5250 1.0 <br /> +0.60D+0.70E+H 0.60 0.70 1.0 <br /> D Only 1.0 <br /> Lr Only 1.0 <br /> L Only 1.0 <br /> S Only 1.0 <br /> W Only 1.0 <br /> E Only 1.0 <br /> H Only 1.0 <br />