Determine the following considering the section given in Problem no 2 and Live load = 450lb/ft, Permissible live load = L/60 where L is equal to 30 ft. a) live load deflections in inches. Blank 1 b) Adequate or Not, type A if Adequate and type N if not. Blank 2 Blank 1 Add your answer Blank 2 Add your answer

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Determine the following considering the section given in Problem no 2 and Live load = 450lb/ft, Permissible live load = L/60 where L
is equal to 30 ft.
a) live load deflections in inches. Blank 1
b) Adequate or Not, type A if Adequate and type N if not. Blank 2
Blank 1 Add your answer
Blank 2 Add your answer
Transcribed Image Text:Determine the following considering the section given in Problem no 2 and Live load = 450lb/ft, Permissible live load = L/60 where L is equal to 30 ft. a) live load deflections in inches. Blank 1 b) Adequate or Not, type A if Adequate and type N if not. Blank 2 Blank 1 Add your answer Blank 2 Add your answer
Determine the design shear strength of the given shape, using Fy=50 ksi. Blank 1
W14x53
15.60
...
A =
in.^2
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.
2.150
rt =
d/Af =
in.
2.62
Ix =
Sx =
541.00
in.4
77.80
in.^3
5.890
in.
ly =|
Sy =
57.70
in.^4
14.30
in.43
1.920
ry =
Zx =
Zy =
in.
87.10
in.43
22.00
in 43
J =
Cw =
1.94
in.4
2540
in ^6
a =
58.22
in.
Wno =
Sw =
Qf =
26.70
in 42
35.50
in.4
16.80
in 43
Qw =
42.60
in.43
イロ
Transcribed Image Text:Determine the design shear strength of the given shape, using Fy=50 ksi. Blank 1 W14x53 15.60 ... A = in.^2 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. 2.150 rt = d/Af = in. 2.62 Ix = Sx = 541.00 in.4 77.80 in.^3 5.890 in. ly =| Sy = 57.70 in.^4 14.30 in.43 1.920 ry = Zx = Zy = in. 87.10 in.43 22.00 in 43 J = Cw = 1.94 in.4 2540 in ^6 a = 58.22 in. Wno = Sw = Qf = 26.70 in 42 35.50 in.4 16.80 in 43 Qw = 42.60 in.43 イロ
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