CORRECT SOLUTION
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
PROVIDE A CLEAR, COMPLETE, AND CORRECT SOLUTION AND FINAL ANSWER
![Wide-Flange Sections or W Shapes FPS Units
Flange
Web
X-x axis
у-у ахis
Area
Depth
thickness
width
thickness
Designation
A
bị
in. x Ib/ft
in?
in.
in.
in.
in.
in
in
in.
in
in
in.
3100
2700
2370
W24 x 104
30.6
24.06
24.31
24.10
23.92
23.73
0.500
0.515
0.470
12.750
9.065
9.020
0.750
258
259
40.7
2.91
W24 x 94
W24 x 84
27.7
24.7
10.1
9.87
9.79
0.875
0.770
0.680
0.585
0.590
0.505
222
196
176
154
131
109
94.4
82.5
70.4
24.0
20.9
18.4
15.7
9.80
1.98
1.95
W24 x 76
W24 x 68
W24 x 62
22.4
20.1
0.440
0.415
0.430
8.990
8.965
7.040
2100
1830
1550
1350
9.69
9.55
9.23
1.92
1.87
18.2
23.74
34.5
1.38
W24 x 55
16.2
23.57
0.395
7.005
114
9.11
29.1
8.30
1.34
1070
984
890
800
712
7.49
7.47
54.8
50.1
1.69
1.69
1.67
1.65
W18 x 65
19.1
17.6
16.2
14.7
13.5
18.35
18.24
18.11
17.99
18.06
0.450
0.415
0.390
0.355
0.360
7.590
7.555
7.530
7.495
0.750
0.695
0.630
0.570
0.605
117
108
98.3
88.9
78.8
68.4
57.6
14.4
13.3
11.9
10.7
7.43
W18 x 60
W18 x 55
W18 x 50
W18 x 46
W18 x 40
W18 x 35
7.41
7.38
7.25
44.9
40.1
22.5
6.060
11.8
10.3
17.90
17.70
0.315
0.300
6.015
6.000
0.525
0.425
612
510
7.21
7.04
19.1
15.3
6.35
5.12
1.29
1.27
1.22
W16 x 57
W16 x 50
16.43
16.26
7.120
758
659
6.72
16.8
14.7
0.430
0.380
0.345
0.295
0.275
0.250
0.715
0.630
0.565
0.430
92.2
43.1
12.1
1.60
7.070
81.0
6.68
37.2
10.5
1.59
W16 x 45
W16 x 36
W16 x 31
W16 x 26
13.3
10.6
9.12
7.68
16.13
15.86
15.88
15.69
7.035
6.985
5.525
5.500
586
72.7
56.5
6.65
6.51
32.8
24.5
9.34
7.00
1.57
1.52
448
0.440
0.345
375
301
47.2
38.4
6.41
6,26
12.4
9.59
4.49
3.49
1.17
1.12
77.8
W14 x 53
W14 x 43
W14 x 38
W14 x 34
W14 x 30
W14 x 26
W14 x 22
541
428
5.89
5.82
15.6
1.92
13.92
13.66
0.370
8.060
7.995
0.660
57.7
14.3
12.6
0.305
0.530
62.7
45.2
11.3
1.89
11.2
10.0
8.85
7.69
6.49
14.10
13.98
0.310
0.285
6.770
6.745
0.515
0.455
0.385
0.420
0.335
385
340
54.6
48.6
5.87
5.83
26.7
7.88
6.91
5.82
3.54
1.55
1.53
1.49
1.08
1.04
23.3
13.84
13.91
13.74
0.270
0.255
6.730
5.025
5.000
291
245
42.0
35.3
29.0
5.73
5.65
5.54
19.6
8.91
7.00
0.230
199
2.80](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa3e0b7e6-cfd4-4a9f-b78d-e377aaf6b3fa%2F47fb0de1-ae46-45e2-80df-b7c23f8baf68%2Fqcx0vfm_processed.png&w=3840&q=75)
Transcribed Image Text:Wide-Flange Sections or W Shapes FPS Units
Flange
Web
X-x axis
у-у ахis
Area
Depth
thickness
width
thickness
Designation
A
bị
in. x Ib/ft
in?
in.
in.
in.
in.
in
in
in.
in
in
in.
3100
2700
2370
W24 x 104
30.6
24.06
24.31
24.10
23.92
23.73
0.500
0.515
0.470
12.750
9.065
9.020
0.750
258
259
40.7
2.91
W24 x 94
W24 x 84
27.7
24.7
10.1
9.87
9.79
0.875
0.770
0.680
0.585
0.590
0.505
222
196
176
154
131
109
94.4
82.5
70.4
24.0
20.9
18.4
15.7
9.80
1.98
1.95
W24 x 76
W24 x 68
W24 x 62
22.4
20.1
0.440
0.415
0.430
8.990
8.965
7.040
2100
1830
1550
1350
9.69
9.55
9.23
1.92
1.87
18.2
23.74
34.5
1.38
W24 x 55
16.2
23.57
0.395
7.005
114
9.11
29.1
8.30
1.34
1070
984
890
800
712
7.49
7.47
54.8
50.1
1.69
1.69
1.67
1.65
W18 x 65
19.1
17.6
16.2
14.7
13.5
18.35
18.24
18.11
17.99
18.06
0.450
0.415
0.390
0.355
0.360
7.590
7.555
7.530
7.495
0.750
0.695
0.630
0.570
0.605
117
108
98.3
88.9
78.8
68.4
57.6
14.4
13.3
11.9
10.7
7.43
W18 x 60
W18 x 55
W18 x 50
W18 x 46
W18 x 40
W18 x 35
7.41
7.38
7.25
44.9
40.1
22.5
6.060
11.8
10.3
17.90
17.70
0.315
0.300
6.015
6.000
0.525
0.425
612
510
7.21
7.04
19.1
15.3
6.35
5.12
1.29
1.27
1.22
W16 x 57
W16 x 50
16.43
16.26
7.120
758
659
6.72
16.8
14.7
0.430
0.380
0.345
0.295
0.275
0.250
0.715
0.630
0.565
0.430
92.2
43.1
12.1
1.60
7.070
81.0
6.68
37.2
10.5
1.59
W16 x 45
W16 x 36
W16 x 31
W16 x 26
13.3
10.6
9.12
7.68
16.13
15.86
15.88
15.69
7.035
6.985
5.525
5.500
586
72.7
56.5
6.65
6.51
32.8
24.5
9.34
7.00
1.57
1.52
448
0.440
0.345
375
301
47.2
38.4
6.41
6,26
12.4
9.59
4.49
3.49
1.17
1.12
77.8
W14 x 53
W14 x 43
W14 x 38
W14 x 34
W14 x 30
W14 x 26
W14 x 22
541
428
5.89
5.82
15.6
1.92
13.92
13.66
0.370
8.060
7.995
0.660
57.7
14.3
12.6
0.305
0.530
62.7
45.2
11.3
1.89
11.2
10.0
8.85
7.69
6.49
14.10
13.98
0.310
0.285
6.770
6.745
0.515
0.455
0.385
0.420
0.335
385
340
54.6
48.6
5.87
5.83
26.7
7.88
6.91
5.82
3.54
1.55
1.53
1.49
1.08
1.04
23.3
13.84
13.91
13.74
0.270
0.255
6.730
5.025
5.000
291
245
42.0
35.3
29.0
5.73
5.65
5.54
19.6
8.91
7.00
0.230
199
2.80
![Select the lightest weight stell wide-flange beam that will safely support the loading shown. The allowable bending
stress is 24ksi and the allowable shear stress is 14ksi.
15 kip/ft
10 kip/ft
10 kip/ft
-6 ft-
-6 ft-](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa3e0b7e6-cfd4-4a9f-b78d-e377aaf6b3fa%2F47fb0de1-ae46-45e2-80df-b7c23f8baf68%2F5izckaf_processed.png&w=3840&q=75)
Transcribed Image Text:Select the lightest weight stell wide-flange beam that will safely support the loading shown. The allowable bending
stress is 24ksi and the allowable shear stress is 14ksi.
15 kip/ft
10 kip/ft
10 kip/ft
-6 ft-
-6 ft-
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