design a RCC beam as per aci 318 2014 f'c = 32 N/mm^2 fy=400 N/mm^2 live...

design a RCC beam as per aci 318 2014
f'c = 32 N/mm^2
fy=400 N/mm^2
live load acting =10 KN/m
span=6 m
do all checks including check for minimum area of rebar
clearly mention all assumption and clause of code used(compulsory)

2) calculate cracking moment for the section

aci 318 pls

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Ally Wells answered 6 months ago

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