Civil Engineering Reference
In-Depth Information
Table P10.20
Load (lb)
Displacement (in.)
0
0
7
0.012
10
0.068
87
0.164
530
0.180
1705
0.208
2864
0.236
3790
0.268
4606
0.300
5338
0.324
5116
0.360
4468
0.384
4331
0.413
Table P10.21
Load (kN)
Deformation (mm)
0
0
8.9
0.457
17.8
0.597
26.7
0.724
35.6
0.838
44.5
0.965
53.4
1.118
62.3
1.270
71.2
1.422
80.1
1.588
89.0
1.765
97.9
1.956
106.8
2.159
111.3
2.311
10.22 A wood specimen was prepared with dimensions of
and grains parallel to its length. The specimen was subjected
to compression parallel to the grains to failure. The load (
P
) versus
deformation ( ) results are as shown in Table P10.22. Using a
spreadsheet program, complete the table by calculating engineering
1 in.
*
1 in.
*
4 in.
¢L
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