2110 HEWITT AVE 2024-02-12 - Laserfiche WebLink

Project Title: Engineer: Project ID: SDA#7673-220426 REVISION Project Descr: 2-D Frame 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+0.7505+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+0.7505+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 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 E Only 1 0.0 0.0 0.0 Min E Only*0.5250 E Only*0.5250 2 0.06928 0.01816 -0.000144 Max E Only E Only E Only*0.5250 2 0.03637 0.009534 -0.000275 Min E Only*0.5250 E Only*0.5250 E Only 3 0.06928 -0.009534 -0.000144 Max E Only E Only*0.5250 E Only*0.5250 3 0.03637 -0.01816 -0.000275 Min E Only*0.5250 E Only E Only 4 0.0 0.0 0.0 Max E Only E Only*0.5250 4 0.0 0.0 0.0 Min E Only*0.5250 E Only Extreme Joint Reactions Only Load Combinations giving maximum values are listed Joint Reactions Joint Label X Y Z k k k-ft 1 -9.003 -18.989 Max E Only*0.5250 E Only*0.5250 -17.149 -36.169 Min E Only E Only 2 Max Min 3 Max Min