Member AG, BC, and CE Tapestry
Normal Stress Tapestry
designed and sold by Retrofit
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.
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