For the following problem, assume the modulus of elasticity for steel to be 30,000,000 psi (207 000) and the proportional limit to be 34,000 psi (234 MPa). Refer to Appendices F or G for other materials.
In the bolted connection of Figure 9-12, assume that the bolts are . in diameter and that the allowable shear stress for the bolts is 14,500 psi. Based on bolt shear only, compute the safe allowable load P that may be applied.
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