Select sections for the conditions described, using Fy = 50 ksi and Fu = 65 ksi, unless otherwise noted, and neglecting block shear. Select the lightest W10 section that will resist a service tensile load, PD = 175 k and PL = 210 k.The member is to be 25 ft long and is assumed to have two lines of holes in each flange and two lines of holes in the web.Assume there are four bolts in each line 3 in on center. All holes are for 7/8 -in Ø bolts. Use A992 – Grade 50 steel.

Select sections for the conditions described, using Fy = 50 ksi and Fu = 65 ksi, unless otherwise noted, and neglecting block shear. Select the lightest W10 section that will resist a service tensile load, PD = 175 k and PL = 210 k.The member is to be 25 ft long and is assumed to have two lines of holes in each flange and two lines of holes in the web.Assume there are four bolts in each line 3 in on center. All holes are for 7/8 -in Ø bolts. Use A992 – Grade 50 steel.

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.6.5P

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