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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Determine the design shear strength of the given shape, using Fy=50 ksi. Blank 1
W14x53
15.60
...
A =
in.^2
d =
13.900
in.
tw =
0.370
in.
bf =
8.060
in.
tf =
0.660
in.
T=
10-7/8
in.
k =
1.2500
in.
k1 =
1.0000
in.
gage =
5-1/2
in.
rt =
2.150
in.
d/Af =
2.62
Ix =
541.00
in.^4
Sx =
77.80
in.^3
rx =
5.890
in.
ly =
Sy =
57.70
in.^4
14.30
in.^3
ry =
Zx =
1.920
in.
87.10
in.43
Ży =
J =
Cw =
22.00
in.43
1.94
in.^4
2540
in.^6
a =
Wno =
58.22
in.
26.70
in.^2
Sw =
Of =
Qw =
35.50
in 4
16.80
in.43
42.60
in.43
Blank 1
Add your answer
Transcribed Image Text:Determine the design shear strength of the given shape, using Fy=50 ksi. Blank 1 W14x53 15.60 ... A = in.^2 d = 13.900 in. tw = 0.370 in. bf = 8.060 in. tf = 0.660 in. T= 10-7/8 in. k = 1.2500 in. k1 = 1.0000 in. gage = 5-1/2 in. rt = 2.150 in. d/Af = 2.62 Ix = 541.00 in.^4 Sx = 77.80 in.^3 rx = 5.890 in. ly = Sy = 57.70 in.^4 14.30 in.^3 ry = Zx = 1.920 in. 87.10 in.43 Ży = J = Cw = 22.00 in.43 1.94 in.^4 2540 in.^6 a = Wno = 58.22 in. 26.70 in.^2 Sw = Of = Qw = 35.50 in 4 16.80 in.43 42.60 in.43 Blank 1 Add your answer
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