Determine the design shear strength of the given shape, using Fy=50 ksi. Blank 1 W14x53 A= d= PD tw= bf= tf = T= * k= k1 = gage = rt= d/Af= x = Sx= IX= ly= Sy= ry= Zx = Zy= J= Cw= a = Wno = Sw= Qf= Qw= 15.60 in.^2 13.900 in. 0.370 in. 8.060 in. 0.660 in. 10-7/8 in. 1.2500 in. 1.0000 in. in. in. 5-1/2 2.150 2.62 541.00 77.80 5.890 57.70 14.30 1.920 87.10 22.00 1.94 2540 58.22 26.70 35.50 16.80 42.60 in.44 in.43 in. in 14 in.^3 in. in.^3 in.43 in.^4 in.46 in. in.^2 in.14 in.43 in.43
Determine the design shear strength of the given shape, using Fy=50 ksi. Blank 1 W14x53 A= d= PD tw= bf= tf = T= * k= k1 = gage = rt= d/Af= x = Sx= IX= ly= Sy= ry= Zx = Zy= J= Cw= a = Wno = Sw= Qf= Qw= 15.60 in.^2 13.900 in. 0.370 in. 8.060 in. 0.660 in. 10-7/8 in. 1.2500 in. 1.0000 in. in. in. 5-1/2 2.150 2.62 541.00 77.80 5.890 57.70 14.30 1.920 87.10 22.00 1.94 2540 58.22 26.70 35.50 16.80 42.60 in.44 in.43 in. in 14 in.^3 in. in.^3 in.43 in.^4 in.46 in. in.^2 in.14 in.43 in.43
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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