Situation 2 A 12m simply-supported floor beam is to carry a superimposed uniform dead load of 7 kN/m and uniform live load of 12kN/m throughout its entire span. The beam is braced against lateral deflection at its supports and at its midspan. Determine the most economical W18 section (A572 Gr. 50) for the beam described. Use IBC limits for satisfying deflection requirements. Use LRFD specifications. Use Cb = 1.00.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Situation 2
A 12m simply-supported floor beam is to carry a superimposed uniform dead load of 7 kN/m and uniform live load
of 12kN/m throughout its entire span. The beam is braced against lateral deflection at its supports and at its
midspan. Determine the most economical W18 section (A572 Gr. 50) for the beam described. Use IBC limits for
satisfying deflection requirements. Use LRFD specifications. Use Cb = 1.00.
Transcribed Image Text:Situation 2 A 12m simply-supported floor beam is to carry a superimposed uniform dead load of 7 kN/m and uniform live load of 12kN/m throughout its entire span. The beam is braced against lateral deflection at its supports and at its midspan. Determine the most economical W18 section (A572 Gr. 50) for the beam described. Use IBC limits for satisfying deflection requirements. Use LRFD specifications. Use Cb = 1.00.
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