The structure shown supports a distributed load of 700 Ib/ft. Assume a - 4.1 ft b-1.0 ft. c-2.1 ft, and d-3.0 ft. The 0.500-in- diameter bolts at A and Bare each used in double shear connections. The cross-sectional area of axial member (1) is 0.75 in Axlal member (1) has a yield strength of 39 ksi, and each of the pins has an ultimate shear strength of 51 ksi. Determine (a) the factor of safety with respect to the yield strength for axial member (1). (b) the factor of safety with respect to the ultimate shear strength for pin A (c) the factor of safety with respect to the ultimate shear strength for pin B. Answers: (a) FS,- (b) FS- O.FS-

The structure shown supports a distributed load of 700 Ib/ft. Assume a - 4.1 ft b-1.0 ft. c-2.1 ft, and d-3.0 ft. The 0.500-in- diameter bolts at A and Bare each used in double shear connections. The cross-sectional area of axial member (1) is 0.75 in Axlal member (1) has a yield strength of 39 ksi, and each of the pins has an ultimate shear strength of 51 ksi. Determine (a) the factor of safety with respect to the yield strength for axial member (1). (b) the factor of safety with respect to the ultimate shear strength for pin A (c) the factor of safety with respect to the ultimate shear strength for pin B. Answers: (a) FS,- (b) FS- O.FS-

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter11: Columns

Section: Chapter Questions

Problem 11.3.20P: The hoisting arrangement for lifting a large pipe is shown in the figure. The spreader is a steel...

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