I really need this in 30minutes plss ASAPP i give upvote :)) A 35-feet simply-supported floor beam, made of ASTM A572 Gr. 50 (Fy = 50 ksi) W18x50 hot-rolled section bent about its major axis, isto carry a superimposed uniform dead load of 0.45 kip/ft and uniform live load of 0.75 kip/ft throughout its entire span. The beam isbraced against lateral deflection at its supports and at its midspan. Assess the adequacy of the beam to carry the given loads. Use IBClimits for satisfying deflection requirements. Use ASD specifications.

Given Data: The length of a simply supported floor beam is L=35 ft The uniform dead load is WD=0.45…

35-feet simply-supported floor beam, made of AS to carry a superimposed uniform dead load of 0.45 kip/ft and uniform live load of O.75 kip/ft throughout its entire span. The beam is ksi) W18x50 hot-rolled section bent about its major axis, braced against lateral deflection at its supports and at its midspan. Assess the adequacy of the beam to carry the given loads. Use IBC limits for satisfying deflection requirements. Use ASD specifications.

35-feet simply-supported floor beam, made of AS to carry a superimposed uniform dead load of 0.45 kip/ft and uniform live load of O.75 kip/ft throughout its entire span. The beam is ksi) W18x50 hot-rolled section bent about its major axis, braced against lateral deflection at its supports and at its midspan. Assess the adequacy of the beam to carry the given loads. Use IBC limits for satisfying deflection requirements. Use ASD specifications.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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