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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!)
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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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.
Transcribed Image Text: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.
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