A W18 x 86 beam is riveted to a W24 x 117 girder by a connection as shown.The diameter of the rivets is 7/8 in., and the angles are each 4 x 31/2 x 3/8 in.For each rivet, assume that the allowable stresses are t = 15 ksi and ₁ = 32ksi. Find the allowable load (kips) on the connection.GirderBeamRelevant data from the table (Appendix B oftextbook): Properties of Wide-Flange Sections (Wshapes): U.S. Customary UnitsDesignationW18 x 86W24 x 117Web thickness0.480 in0.550 inC

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W18 x 86 beam is riveted to a W24 x 117 girder by a connection as shown. he diameter of the rivets is 7/8 in., and the angles are each 4 x 31/2 x 3/8 in. or each rivet, assume that the allowable stresses are t = 15 ksi and σ₁ = 32 ob si. Find the allowable load (kips) on the connection. Girder Beam Relevant data from the table (Appendix B of textbook): Properties of Wide-Flange Sections (W shapes): U.S. Customary Units Designation W18 x 86 W24 x 117 Web thickness 0.480 in 0.550 in

W18 x 86 beam is riveted to a W24 x 117 girder by a connection as shown. he diameter of the rivets is 7/8 in., and the angles are each 4 x 31/2 x 3/8 in. or each rivet, assume that the allowable stresses are t = 15 ksi and σ₁ = 32 ob si. Find the allowable load (kips) on the connection. Girder Beam Relevant data from the table (Appendix B of textbook): Properties of Wide-Flange Sections (W shapes): U.S. Customary Units Designation W18 x 86 W24 x 117 Web thickness 0.480 in 0.550 in

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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