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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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