Determine the design flexural strength in ft kips of a W12 x 35 of A242 (Fy = 50ksi) steel subject toa. Continuous lateral support. Blank 1b. An unbraced length of 10 ft with Cb = 1.0. Blank 2C. An unbraced length of 20 ft with Cb = 1.0. Blank 3W12x35...A =d =10.30in.^212.500in.tw =0.300in.bf =6.560in.tf =0.520in.T =10-1/8in.k =0.8200in.k1 =0.7500in.gage =3-1/2in.rt =1.740in.d/Af =3.66Ix =285.00in.^4Sx =45.60in.^35.250in.ly =|Sy =24.50in.^47.47in.13ry =1.540in.Zx =51.20in.43Zy =11,50in 43J =0.74in.4Cw =879in. ^6a =55.42in.Wno =19.60in.^2Sw =Of =16.80in.^49.75in.43in.43Qw =25.40Blank 1 Add your answerBlank 2 Add your answerBlank 3Add your answer

A W12x35 is given We need to find out Design flexural strength

Determine the design flexural strength in ft kips of a W12 x 35 of A242 (Fy = 50ksi) steel subject to a. Continuous lateral support. Blank 1 b. An unbraced length of 10 ft with Cb = 1.0. Blank 2 C. An unbraced length of 20 ft with Cb = 1.0. Blank 3 W12x35 ... A = d = 10.30 in.^2 12.500 in. tw = 0.300 in. bf = 6.560 in. tf = 0.520 in. T= 10-1/8 in. k = k1 = 0.8200 in. 0.7500 in. gage = 3-1/2 in. rt = 1.740 in. d/Af = 3.66 Ix = 285.00 in.^4 Sx = 45.60 in.^3 5.250 in. ly =| Sy = 24.50 in.^4 7.47 in.13 ry = 1.540 in. Zx = Zy = J = Cw = 51.20 in.43 11,50 in 43 0.74 in.4 879 in. ^6 a = 55.42 in. Wno = 19.60 in ^2 Sw = 16.80 in.^4 Qf = 9.75 in 43 Qw = 25.40 in.43

Determine the design flexural strength in ft kips of a W12 x 35 of A242 (Fy = 50ksi) steel subject to a. Continuous lateral support. Blank 1 b. An unbraced length of 10 ft with Cb = 1.0. Blank 2 C. An unbraced length of 20 ft with Cb = 1.0. Blank 3 W12x35 ... A = d = 10.30 in.^2 12.500 in. tw = 0.300 in. bf = 6.560 in. tf = 0.520 in. T= 10-1/8 in. k = k1 = 0.8200 in. 0.7500 in. gage = 3-1/2 in. rt = 1.740 in. d/Af = 3.66 Ix = 285.00 in.^4 Sx = 45.60 in.^3 5.250 in. ly =| Sy = 24.50 in.^4 7.47 in.13 ry = 1.540 in. Zx = Zy = J = Cw = 51.20 in.43 11,50 in 43 0.74 in.4 879 in. ^6 a = 55.42 in. Wno = 19.60 in ^2 Sw = 16.80 in.^4 Qf = 9.75 in 43 Qw = 25.40 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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Question

Determine the design flexural strength in ft kips of a W12 x 35 of A242 (Fy = 50ksi) steel subject to
a. Continuous lateral support. Blank 1
b. An unbraced length of 10 ft with Cb = 1.0. Blank 2
C. An unbraced length of 20 ft with Cb = 1.0. Blank 3
W12x35
...
A =
d =
10.30
in.^2
12.500
in.
tw =
0.300
in.
bf =
6.560
in.
tf =
0.520
in.
T =
10-1/8
in.
k =
0.8200
in.
k1 =
0.7500
in.
gage =
3-1/2
in.
rt =
1.740
in.
d/Af =
3.66
Ix =
285.00
in.^4
Sx =
45.60
in.^3
5.250
in.
ly =|
Sy =
24.50
in.^4
7.47
in.13
ry =
1.540
in.
Zx =
51.20
in.43
Zy =
11,50
in 43
J =
0.74
in.4
Cw =
879
in. ^6
a =
55.42
in.
Wno =
19.60
in.^2
Sw =
Of =
16.80
in.^4
9.75
in.43
in.43
Qw =
25.40
Blank 1 Add your answer
Blank 2 Add your answer
Blank 3
Add your answer

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