Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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can someone please help me with this? Thank you

I also attached a  w shapes sheet as well.

the length is 12ft

Designation
W36 x 160
W33 x 221
W24 x 84
W21 X 62
X 44
W18 X 55
x 50
x 40
X 35
W16 x 100
X 67
X 50
x 40
x 31
X 26
W14 x 159
x 132
Area
in.²
TABLE A.3 (U.S. Customary Units) W Shapes: Properties for Designing (Selected Listing)
Flange
47.0
65.0
24.7
18.3
13.0
16.2
14.7
11.8
10.3
29.4
19.7
14.7
11.8
9.12
7.68
46.7
38.8
Depth
in.
36.01
33.93
24.10
20.99
20.66
18.11
17.99
17.90
17.70
16.97
16.33
16.26
16.01
15.88
15.69
14.98
14.66
Web
Thickness
in.
0.650
0.775
0.470
0.400
0.350
0.390
0.355
0.315
0.300
0.585
0.395
0.380
0.305
0.275
0.250
0.745
0.645
Width
in.
12.000
15.805
9.020
8.240
6.500
7.530
7.495
6.015
I
6.000
10.425
10.235
7.070
6.995
5.525
5.500
15.565
14.725
X
Y
Thickness
in.
1.020
1.275
0.770
0.615
0.450
0.630
0.570
0.525
X
0.425
0.985
0.665
0.630
0.505
0.440
0.345
1.190
1.030
Source: Statics and Strength of Materials, 7th Edition, by Morrow / Kokernak
Page 1 of 3
I
in.4
9750
12,800
2370
1330
843
890
800
612
510
1490
954
659
518
375
301
1900
1530
Axis X-X
S
in.³
542
757
196
127
81.6
98.3
88.9
68.4
57.6
175
117
81.0
64.7
47.2
38.4
254
209
Elastic Properties
r
in.
14.4
14.1
9.79
8.54
8.06
7.41
7.38
7.21
7.04
7.10
6.96
6.68
6.63
6.41
6.26
6.38
6.28
I
in.4
295
840
94.4
57.5
20.7
44.9
40.1
19.1
15.3
186
119
37.2
28.9
12.4
9.59
748
548
Axis Y-Y
S
in.³
49.1
106
20.9
13.9
6.36
11.9
10.7
6.35
5.12
35.7
23.2
10.5
8.25
4.49
3.49
96.2
74.5
r
in.
2.50
3.59
1.95
1.77
1.26
1.67
1.65
1.27
1.22
2.51
2.46
1.59
1.57
1.17
1.12
4.00
3.76
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Transcribed Image Text:Designation W36 x 160 W33 x 221 W24 x 84 W21 X 62 X 44 W18 X 55 x 50 x 40 X 35 W16 x 100 X 67 X 50 x 40 x 31 X 26 W14 x 159 x 132 Area in.² TABLE A.3 (U.S. Customary Units) W Shapes: Properties for Designing (Selected Listing) Flange 47.0 65.0 24.7 18.3 13.0 16.2 14.7 11.8 10.3 29.4 19.7 14.7 11.8 9.12 7.68 46.7 38.8 Depth in. 36.01 33.93 24.10 20.99 20.66 18.11 17.99 17.90 17.70 16.97 16.33 16.26 16.01 15.88 15.69 14.98 14.66 Web Thickness in. 0.650 0.775 0.470 0.400 0.350 0.390 0.355 0.315 0.300 0.585 0.395 0.380 0.305 0.275 0.250 0.745 0.645 Width in. 12.000 15.805 9.020 8.240 6.500 7.530 7.495 6.015 I 6.000 10.425 10.235 7.070 6.995 5.525 5.500 15.565 14.725 X Y Thickness in. 1.020 1.275 0.770 0.615 0.450 0.630 0.570 0.525 X 0.425 0.985 0.665 0.630 0.505 0.440 0.345 1.190 1.030 Source: Statics and Strength of Materials, 7th Edition, by Morrow / Kokernak Page 1 of 3 I in.4 9750 12,800 2370 1330 843 890 800 612 510 1490 954 659 518 375 301 1900 1530 Axis X-X S in.³ 542 757 196 127 81.6 98.3 88.9 68.4 57.6 175 117 81.0 64.7 47.2 38.4 254 209 Elastic Properties r in. 14.4 14.1 9.79 8.54 8.06 7.41 7.38 7.21 7.04 7.10 6.96 6.68 6.63 6.41 6.26 6.38 6.28 I in.4 295 840 94.4 57.5 20.7 44.9 40.1 19.1 15.3 186 119 37.2 28.9 12.4 9.59 748 548 Axis Y-Y S in.³ 49.1 106 20.9 13.9 6.36 11.9 10.7 6.35 5.12 35.7 23.2 10.5 8.25 4.49 3.49 96.2 74.5 r in. 2.50 3.59 1.95 1.77 1.26 1.67 1.65 1.27 1.22 2.51 2.46 1.59 1.57 1.17 1.12 4.00 3.76
Compute total elongation (8) of a
ft long W8 x 10 beam subjected to an axial load of 200,000 lb.
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Transcribed Image Text:Compute total elongation (8) of a ft long W8 x 10 beam subjected to an axial load of 200,000 lb.
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