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Using ACI 318-14 CodeUsing ACI 318-14 Code text18′-0″ wdl=4

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Using ACI 318-14 CodeUsing ACI 318-14 Code text18′-0″ wdl=4 kIf (INCLUDING BEAM SELF-WIEGHT) wil=10 klf 21.5″24″ -24 ” -2.5″fc = 6000 psi (Normal Weight Concrete) E = 4415 ksi n = 6.57 Assuming 6 – #10 main bars (fy=60 ksi): a) Whatis the deflection of the beam due to deadload only? (make sure to include effects of cracking, Mcr, Icr ect.)… Show moreEngineering & Technology Civil Engineering CIVE 421

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