ervice dead load of 180 kN and a service live load of 130 kN and a service moments MDLX = 45 kN-m and MLLX = 25kN-m. The member has an unbraced length of 3.8m and is laterally braced at its ends only. Assume Cb = 1.0. Use b

ervice dead load of 180 kN and a service live load of 130 kN and a service moments MDLX = 45 kN-m and MLLX = 25kN-m. The member has an unbraced length of 3.8m and is laterally braced at its ends only. Assume Cb = 1.0. Use b

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 5.5.3P

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Question

A W8x35 tension member with no holes is subjected to a service dead load of 180 kN and a service live load of 130 kN and a service moments MDLX = 45 kN-m and MLLX = 25kN-m. The member has an unbraced length of 3.8m and is laterally braced at its ends only. Assume Cb = 1.0. Use both ASD and LRFD and A572 (GR. 50) steel.

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