- A Determine The Area Of Tension Steel Required For Strength At The Bottom Of The Beam For The Middle Span Of The T Beam 1 (45.56 KiB) Viewed 38 times
A) Determine the area of tension steel required for strength at the bottom of the beam for the middle span of the T-beam
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A) Determine the area of tension steel required for strength at the bottom of the beam for the middle span of the T-beam
A) Determine the area of tension steel required for strength at the bottom of the beam for the middle span of the T-beam indicated in the figure below. B) Determine the minimum flexural reinforcement required per Section 9.6.1 of the ACI Code. C) Select a number and size of reinforcing bars that satisfy the required area of steel plus all relevant cover and spacing requirements. Live load is 100 psf over the whole floor system. Dead load is 60 psf over the whole floor system plus self-weight of the concrete. Use fy = 60,000 psi and f= 5,000 psi. It is an interior beam. The girders are 32 inches wide. 32'-0" 32'-0" 32'-0" Centerline. of Beam A 10-0" Design This T-Beam Centerline of Beam 14" SECTION A-A 10'-0" Centerline. of Beam 21"
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