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 or 14 ksi in compression A reduced stress in compression is specified to reduce the danger of buckling. Ans. A01.17 in.¹; Ac 5.15 in.¹; Ace 1.43 in -

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 or 14 ksi in compression A reduced stress in compression is specified to reduce the danger of buckling. Ans. A01.17 in.¹; Ac 5.15 in.¹; Ace 1.43 in -

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter4: Plane And Space Trusses

Section: Chapter Questions

Problem 8P

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