A rectangular cross section of a beam is under the bending moment of 60 kips-ft. Determined the Maximum compression and tension stress in the concrete and tensile stress in the rebar. The section is uncracked. b-15 in, h=30 in, d= 28 in f.- 4000 psi, Ec-3,600,000 psf fy=60,000 psi, Es-29,000,000 psf Rebar 3 -No. 6 h b -As
A rectangular cross section of a beam is under the bending moment of 60 kips-ft. Determined the Maximum compression and tension stress in the concrete and tensile stress in the rebar. The section is uncracked. b-15 in, h=30 in, d= 28 in f.- 4000 psi, Ec-3,600,000 psf fy=60,000 psi, Es-29,000,000 psf Rebar 3 -No. 6 h b -As
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.1.3P
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Given,
M = 60 kip-ft
Ec = 3600000 psf
Es = 29000000 psf
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