The steel bar shown in Figure 11-3 (see Example 11-2) is subjected to a compressive load of 648,000 lb in the z direction in addition to the forces shown. Calculate the new dimensions of the bar.
Figure 11-3
Example 11-2
A 12-in.-long 1-in.-by-3-in. ASTM A36 steel bar is loaded as shown in Figure 11-3. The proportional limit is 34,000 psi. Compute (a) the strains in the x and y directions and (b) the total dimensional changes in the x and y directions. Refer to Appendix G for necessary mechanical properties.
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