From the shown figure below, a double-channel shape, 2C8X18.75 is used as a tension member. The channels are bolted to a 3/8-in gusset plate with 7/8-inch diameter bolts. The tension member is A50 and the gusset plate is A36 steel, use d = 3 inches. Note: Use AISC Shape Database for the dimension of the sections. Consider gross net area, effective net area, Fracture/rupture strength and Block shear. 1.) Compute the design strength of the given section 2.) Compute the allowable strength of the given section

From the shown figure below, a double-channel shape, 2C8X18.75 is used as a tension member. The channels are bolted to a 3/8-in gusset plate with 7/8-inch diameter bolts. The tension member is A50 and the gusset plate is A36 steel, use d = 3 inches. Note: Use AISC Shape Database for the dimension of the sections. Consider gross net area, effective net area, Fracture/rupture strength and Block shear. 1.) Compute the design strength of the given section 2.) Compute the allowable strength of the given section

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.8.3P

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