Compute total elongation (8) of a ft long W8 x 10 beam subjected to an axial load of 200,000 lb.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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

Compute total elongation (8) of a
ft long W8 x 10 beam subjected to an axial load of 200,000 lb.
Transcribed Image Text:Compute total elongation (8) of a ft long W8 x 10 beam subjected to an axial load of 200,000 lb.
TABLE A.3 (U.S. Customary Units) (cont'd.)
Designation
W10 x 112
x 100
x 77
X 54
X 45
x 39
x 22
W8 X 67
X 35
X 24
x 15
x 10
W6 x 25
x 12
X 9
Area
in.²
32.9
29.4
22.6
15.8
13.3
11.5
6.49
19.7
10.3
7.08
4.44
2.96
7.34
3.55
2.68
Depth
in.
11.36
11.10
10.60
10.09
10.10
9.92
10.17
9.00
8.12
7.93
8.11
7.89
6.38
6.03
5.90
Web
Thickness
in.
0.755
0.680
0.530
0.370
0.350
0.315
0.240
0.570
0.310
0.245
0.245
0.170
0.320
0.230
0.170
Width
in.
10.415
10.340
10.190
10.030
8.020
7.985
5.750
8.280
8.020
6.495
4.015
3.940
6.080
4.000
3.940
Flange
Thickness
in.
1.250
1.120
0.870
0.615
0.620
0.530
0.360
0.935
0.495
0.400
0.315
0.205
0.455
0.280
0.215
I
in.4
716
623
455
303
248
209
118
272
127
82.8
48.0
30.8
53.4
22.1
16.4
Axis X-X
S
in.3
126
112
85.9
60.0
49.1
42.1
23.2
60.4
31.2
20.9
11.8
7.81
16.7
7.31
5.56
Elastic Properties
r
in.
4.66
4.60
4.49
4.37
4.32
4.27
4.27
3.72
3.51
3.42
3.29
3.22
2.70
2.49
2.47
I
in.4
236
207
154
103
53.4
45.0
11.4
88.6
42.6
18.3
3.41
2.09
17.1
2.99
2.19
Axis Y-Y
S
in.3
45.3
40.0
30.1
20.6
13.3
11.3
3.97
21.4
10.6
5.63
1.70
1.06
5.61
1.50
1.11
r
in.
2.68
2.65
2.60
2.56
2.01
1.98
1.33
2.12
2.03
1.61
0.876
0.841
1.52
0.918
0.905
Transcribed Image Text:TABLE A.3 (U.S. Customary Units) (cont'd.) Designation W10 x 112 x 100 x 77 X 54 X 45 x 39 x 22 W8 X 67 X 35 X 24 x 15 x 10 W6 x 25 x 12 X 9 Area in.² 32.9 29.4 22.6 15.8 13.3 11.5 6.49 19.7 10.3 7.08 4.44 2.96 7.34 3.55 2.68 Depth in. 11.36 11.10 10.60 10.09 10.10 9.92 10.17 9.00 8.12 7.93 8.11 7.89 6.38 6.03 5.90 Web Thickness in. 0.755 0.680 0.530 0.370 0.350 0.315 0.240 0.570 0.310 0.245 0.245 0.170 0.320 0.230 0.170 Width in. 10.415 10.340 10.190 10.030 8.020 7.985 5.750 8.280 8.020 6.495 4.015 3.940 6.080 4.000 3.940 Flange Thickness in. 1.250 1.120 0.870 0.615 0.620 0.530 0.360 0.935 0.495 0.400 0.315 0.205 0.455 0.280 0.215 I in.4 716 623 455 303 248 209 118 272 127 82.8 48.0 30.8 53.4 22.1 16.4 Axis X-X S in.3 126 112 85.9 60.0 49.1 42.1 23.2 60.4 31.2 20.9 11.8 7.81 16.7 7.31 5.56 Elastic Properties r in. 4.66 4.60 4.49 4.37 4.32 4.27 4.27 3.72 3.51 3.42 3.29 3.22 2.70 2.49 2.47 I in.4 236 207 154 103 53.4 45.0 11.4 88.6 42.6 18.3 3.41 2.09 17.1 2.99 2.19 Axis Y-Y S in.3 45.3 40.0 30.1 20.6 13.3 11.3 3.97 21.4 10.6 5.63 1.70 1.06 5.61 1.50 1.11 r in. 2.68 2.65 2.60 2.56 2.01 1.98 1.33 2.12 2.03 1.61 0.876 0.841 1.52 0.918 0.905
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