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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Step 1
Given,
M = 60 kip-ft
Ec = 3600000 psf
Es = 29000000 psf
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