Prob. 2.7-4. A contractor, who finds it necessary to splice together two 2 x 4 boards (see Appendix D.8) to form a long tension member, does so by using four l-in.-diameter bolts to attach two steel splice plates, as shown in Fig. P2.7-4. If the average direct shear stress experienced by each bolt is 2.5 ksi, what is the value of the tensile load P carried by the spliced 2 x 4's? Splice plates

Prob. 2.7-4. A contractor, who finds it necessary to splice together two 2 x 4 boards (see Appendix D.8) to form a long tension member, does so by using four l-in.-diameter bolts to attach two steel splice plates, as shown in Fig. P2.7-4. If the average direct shear stress experienced by each bolt is 2.5 ksi, what is the value of the tensile load P carried by the spliced 2 x 4's? Splice plates

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter1: Tension, Compression, And Shear

Section: Chapter Questions

Problem 1.3.26P: A plane frame with a pin support at A and roller supports at C and £ has a cable attached at E....

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