Determine the design shear strength of the given shape, using Fy=50 ksi. Blank 1W14x5315.60...A =in.^213.900in.tw =|0.370in.bf =8.060in.tf =0.660in.T=10-7/8in.k =1.2500in.k1 =1.0000in.gage =5-1/2in.2.150rt =d/Af =in.2.62Ix =Sx =541.00in.477.80in.^35.890in.ly =|Sy =57.70in.^414.30in.431.920ry =Zx =Zy =in.87.10in.4322.00in 43J =Cw =1.94in.42540in ^6a =58.22in.Wno =Sw =Qf =26.70in 4235.50in.416.80in 43Qw =42.60in.43イロ

The yield strength of the steel (Fy) = 50 ksiThe steel section used = W1453The properties of the…

Determine the design shear strength of the given shape, using Fy-50 ksi. Blank 1 W14x53 15.60 13.900 0.370 8.060 0.660 10-7/8 1.2500 1.0000 5-1/2 2.150 2.62 541.00 77.80 5.890 57.70 14.30 1.920 87.10 A= d= 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= 22.00 1.94 2540 58.22 26.70 35.50 16.80 42.60 in.^2 in. in. in. in. in. in. in. in. in. in.^4 in.43 in. in 4 in.43 in. in.43 in.43 in.4 in.46 in. in.42 in.4 in.43 in.43

Determine the design shear strength of the given shape, using Fy-50 ksi. Blank 1 W14x53 15.60 13.900 0.370 8.060 0.660 10-7/8 1.2500 1.0000 5-1/2 2.150 2.62 541.00 77.80 5.890 57.70 14.30 1.920 87.10 A= d= 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= 22.00 1.94 2540 58.22 26.70 35.50 16.80 42.60 in.^2 in. in. in. in. in. in. in. in. in. in.^4 in.43 in. in 4 in.43 in. in.43 in.43 in.4 in.46 in. in.42 in.4 in.43 in.43

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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