1913 HOYT AVE C D 2022-05-23 - Laserfiche WebLink

STRUCTURAL DESIGN ASSOCIATES Project Title: ECHELBARGER Engineer: Project ID: SDA#7976 Project Descr:MOMENT FRAME CALCS __,-_ __ _ _ _ Printed: 4 DEC 2018, 2:39PM ! �� Frame Fite=C:\NETWOR-1\PROJEC-117300-7-1\797647976-1-1\7976-181203Reply to City Comments.ec6. Software copyright ENERCALC,INC.1983.2018,Build:10.18.10.31 . Lic.#: KW-06011301 Licensee:Covington Description: MOMENT FRAME Member Distributed Loads.... Note:Loads labeled"Global Y"act downward(in"-Y"direction) Member Load Load Extents Load Magnitude Label Direction Start ft End Dead Roof Live Live Snow Seismic Wind Earth - 2-4 Global Y 0.0 Start Mag: 0.310 0.050 0.490 k/ft 2.330 End Mag: 0.310 0.050 0.490 k/ft 2-4 Global Y 8.580 Start Mag: 0.310 0.050 0.490 k/ft 11.830 End Mag: 0.310 0.050 0.490 k/ft 2-4 Global Y 15.830 Start Mag: 0.310 0.050 0.490 k/ft 20.0 End Mag: 0.310 0.050 0.490 k/ft 2-4 Global Y 0.0 Start Mag: 0.170 k/ft 20.0 End Mag: 0.170 k/ft 2-4 Global X 0.0 Start Mag: 0.350 0.1530 k/ft 20.0 End Mag: 0.350 0.1530 k/ft 4-6 Global Y 0.0 Start Mag: 0.310 0.050 0.490 k/ft 4.01 End Mag: 0.310 0.050 0.490 k/ft 4-6 Global Y 8.0 Start Mag: 0.310 0.050 0.490 k/ft 11.250, End Mag: 0.310 0.050 0.490 k/ft 4-6 Global Y 17.50 Start Mag: 0.310 0.050 0.490 k/ft 20.0 End Mag: 0.310 0.050 0.490 k/ft 4-6 Global Y 0.0 Start Mag: 0.170 k/ft 20.0 End Mag: 0.170 k/ft 4-6 j Global X 0.0' Start Mag: 0.350 0.1530 k/ft 20.0, End Mag: 0.350 0.1530 k/ft Stress/Strength Load Combinations ASCE 7-10 Load Combination Cd 0.2*Sds* Load Combination Factors Dead Seismic Roof Live Live Snow Wind Seismic Rho Earth +D+Ei escnp ion II 0.9 1.0 1.0 +D+L+H 1 1.0 1.0 1.0 +D+Lr+H 1.25 1.0 1.0 1.0 +D+S+H ' 1.15 1.0 1.0 1.0 +D+0.750Lr+0.750L+H 1.25 1.0 0.750 0.750 1.0 +D+0.750L+0.750S+H 1.15 1.0 0.750 0.750 1.0 +D+0.60W+H 1.6 1.0 0.60 1.0 +1,121 D+1.750E+H 0.9 1.0 0.1212 1.750 2.50 1.0 +D+0.750Lr+0.750L+0.450W+H 1.6 1.0 0.750 0.750 0.450 1.0 +D+0,750L+0.7505+0.450W+H 1.6 1.0 0.750 0.750 0.450 1.0 +1.091 D+0.750L+0.7505+1.313E+H 1.15 1.0 0.09093 0.750 0.750 1.313 2.50 1.0 +0.60D+0.60W+0.60H 1.6 0.60 0.60 0.60 +0.4788D+1.750E+0.60H 0.9 0.60 -0.1212 1.750 2.50 0.60 Automatically Apply 17%of member self-weight as E in the+Global X direction. Automatically Apply 17%of member self-weight as Din the+Global Y direction. Reaction Load Combinations ASCE 7-10 Load Combination Load Combination Factors Description Dead Roof Live Live Snow Wind Seismic Earth +D+H 1 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+0.70E+H 1.0 0.70 1.0 +D+0.750Lr+0.750L+0.450W+H 1.0 0.750 0.750 0.450 1.0 +0+0,750L+0.7505+0.450W+H 1.0 0.750 0,750 0.450 1.0 +D+0.750L+0.7505+0.5250E+H 1.0 0.750 0.750 0.5250 1.0 +0.60D+0.60W+0.60H 0.60 0.60 0.60 +0.60D+0.70E+0.60H 0.60 0.70 0.60 D Only 1.0 Lr Only 1.0 L Only 1.0 S Only 1.0