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Project Title: Engineer: Project ID: SDA#7673-220426 REVISION Project Descr: 2-D FI"alYl@ File:7673-220426"vs3.ec6 Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 Lic.#:KW-06014008 Structural Design Associates Deflection Load Combinations ASCE 7-16 Load Combination Load Combination Factors Description Dead Roof Live Live Snow Wind Seismic Earth +D+H 1.0 1.0 +D+L+H 1.0 1.0 1.0 +D+Lr+H 1.0 1.0 1.0 +D+S+H • 1.0 1.0 1.0 +D+0.750Lr+0.750L+H 1.0 0.750 0.750 1.0 +D+0.750L+0.750S+H 1.0 0.750 0.750 1.0 +D+0.60W+H 1.0 0.60 1.0 +D+0.750Lr+0.750L+0.450W+H 1.0 0.750 0.750 0.450 1.0 +D+0.750L+0.750S+0.450W+H 1.0 0.750 0.750 0.450 1.0 +0.60D+0.60W+0.60H 0.60 0.60 0.60 +D+0.70E+0.60H 1.0 0.70 0.60 +D+0.750L+0.750S+0.5250E+H 1.0 0.750 0.750 0.5250 1.0 +0.60D+0.70E+H 0.60 0.70 1.0 D Only 1.0 Lr Only 1.0 L Only 1.0 S Only 1.0 W Only 1.0 E Only 1.0 H Only 1.0 Automatically Apply 100%of member self-weight as D in the+Global Y direction. Automatically Apply 30%of member self-weight as E in the+Global X direction. Extreme Joint Displacements Only Load Combinations giving maximum values are listed Joint Displacements Joint Label X Y Z in in Radians 1 0.0 0.0 0.0 Max E Only*-1.0 E Only 1 0.0 0.0 0.0 Min E Only +D+S 2 0.08992 .0000420 .0000420 Max E Only E Only E Only 2 -0.08992 -0.001152 -0.000686 Min E Only*-1.0 +D+S +D+S 3 0.0 0.0 0.0 Max E Only*-1.0 E Only*-1.0 3 0.0 0.0 0.0 Min E Only S Only 4 0.08539 0.000537 0.000733 Max E Only E Only*-1.0 +D+S 4 -0.08539 -0.000799 -.0000910 Min E Only*-1.0 +D+0.750S+0.5250E E Only 5 0.08459 0.01308 0.000135 Max E Only +D+S E Only 5 -0.08459 -0.002379 -0.000694 Min E Only*-1.0 E Only +D+S 6 0.0 0.0 0.0 Max E Only*-1.0 E Only 6 0.0 0.0 0.0 Min E Only +D+0.750S-0.5250E 7 0.08354 0.000749. 0.000151 Max E Only E Only E Only 7 -0.08354 -0.002592 -0.000716 Min E Only*-1.0 +D+0.750S-0.5250E +D+S 1 8 0.0 0.0 0.0 Max E Only E Only