Select sections for the conditions described, using Fy = 50 ksi and Fu = 65 ksi, unless otherwise noted, and neglecting block shear. Select the lightest WT7 available to support a factored tensile load Pu = 250 k, Pa = 160 k. Assume there are two lines of 7/8 -in Ø bolts in the flange (at least three bolts in each line 4 in on center). The member is to be 30 ft long.

Select sections for the conditions described, using Fy = 50 ksi and Fu = 65 ksi, unless otherwise noted, and neglecting block shear. Select the lightest WT7 available to support a factored tensile load Pu = 250 k, Pa = 160 k. Assume there are two lines of 7/8 -in Ø bolts in the flange (at least three bolts in each line 4 in on center). The member is to be 30 ft long.

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 5.12.2P

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