2. The W14x30 A992 steel column is assumed pinned at both of the ends. Determine the largest axial force P that can be applied without causing it to buckle. P. 25 ft
2. The W14x30 A992 steel column is assumed pinned at both of the ends. Determine the largest axial force P that can be applied without causing it to buckle. P. 25 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:O Wh x 0 We Ma x
Fe y Jus x
X 0E AON
8 Fey Jus x My Driv x
G defensi X
Conter :
elcon X
3022583 1/cl/outline
3 / 4 -
%06
68
Wide-Flange Sections or W Shapes FPS Units
Flange
SIXe X-X
SIxe -A
Web
thickness
Area
Depth
width
thickness
Designation
A
与
in. X Ib/ft
in.
in.
in.
in.
in
Desi
in.
W24 X 104
30.6
24.06
0.500
12.750
0.750
3100
10.1
259
n.:
W24 X 94
27.7
24.31
0.515
9.065
9.020
0.875
2700
222
9.87
60
94.4
1.98
W12
W24 X 84
24.7
24.10
0.470
2370
1.95
W24 X 76
22.4
96
W12
23.92
0.440
0.415
82.5
70.4
34.5
0669
18.4
1.92
W12
89 x ZM
20.1
18.2
23.73
08'
8.965
7.040
0.585
0.590
0.505
1830
1550
1350
9.55
9.23
9.11
154
15.7
W12
W12
W12
W24 X 62
23.74
0.430
0.395
131
9.80
8.30
1.38
W24 X 55
16.2
23.57
7.005
114
1.34
W18 X 65
18.35
0.450
7.590
0.750
1070
69
69T
749
54.8
14.4
W12
W18 X 60
17.6
18.24
0.415
0.390
7.555
7.530
0.695
0.630
0.570
984
747
741
738
7.25
13.3
W18 X 55
16.2
18.11
068
98.3
11.9
10.7
743
6.35
44.9
W18 X 50
14.7
662
18.06
0.355
7.495
008
78.8
1.65
W10
W18 X 46
13.5
0.360
0.315
0.300
0.605
22.5
WI8 X 40
11.8
062I
1770
6.015
0.525
0.425
68.4
7.21
704
1.27
W18 x 35
10.3
510
15.3
5.12 1.22.
W16 X 57
16.8
16.43
0.430
7120
0.715
92.2
6.72
43.1
12.1
W16 X 50
14.7
16.26
16.13
15.86
15.88
0.380
0.345
0.295
0.275
7.070
0.630
0.565
0.430
0.440
659
6.68
37.2
1.59
10.5
9.34
W16 x 45
13.3
10.6
9.12
7.035
6.985
5.525
5,500
985
72.7
32.8
1.57
W16 X 36
W16 × 31
W16 X 26
X 8M
X 8M
448
56.5
24,5
6.51
6.41
6.26
1.52
375
301
12.4
9.59
00Z
4.49 1.17
0.250
0.345
38.4
3.49 1.12
892
W14 X 53
15.6
13.92
0.370
778
14.3
1.92
W14 X 43
090
13.66
14.10
13.98
13.84
12.6
0.305
7995
0.530
0.515
0.455
0.385
0.420
0.335
000
428
62.7
5.82
5.87
5.83
5.73
5.65
45.2
26.7
23.3
11.3
W14 X 38
W14 X 34
W14 X 30
W14 X 26
W14 X 22
11.2
68'
0.310
6.770
6.745
6.730
5.025
788 1.55
6.91 1.53
5.82 1.49
3.54 1.08
2.80 1.04
385
54.6
X 8M
10.0
8.85
0.285
48.6
0.270
0.255
0.230
291
245
42.0
692
13.91
13.74
35.3
6.49
29.0
661
5.54
908
Transcribed Image Text:2. The W14x30 A992 steel column is assumed pinned at both of the ends. Determine the largest
axial force P that can be applied without causing it to buckle.
25 ft
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