STRENGTH OF MATERIALS || CHAPTER 01 || SIMPLE STRESS (PART-02)
SIMPLE STRESS |
SOLVED PROBLEM AND SOLUTION CHAPTERE-01
PROBLEM: 110
SOLUTION:
For Wood,
PROBLEM: 111
For the truss shown in Fig. P-111, calculate the stresses in members CE, DE, and DF. The cross-sectional area of each member is 1.8 in2. Indicate tension (T) or compression (C).
PROBLEM: 112
Determine the cross-sectional areas of members AG, BC, and CE for the truss shown in Fig. P-112. The stresses are not to exceed 20 ksi in tension and 14 ksi in compression. A reduced stress in compression is specified to reduce the danger of buckling.
SOLUTION:
PROBLEM: 113
Find the stresses in members BC, BD, AND CF for the truss shown in Fig. P- 113. Indicate the tension or compression. The cross sectional area of each member is 1600 mm2 .
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