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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, is to 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 is 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 I RED specifications

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, is to 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 is 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 I RED specifications

Structural Analysis
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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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, is to 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 is 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 LRFD specifications.
Transcribed Image Text: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, is to 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 is 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 LRFD specifications.
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