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analyse, design and report on a viable longitudinal span and beam, suspend slab design and column...

analyse, design and report on a viable longitudinal span and beam, suspend slab design and column slenderness.Design constraints for this individual concrete beam include using simply supported (fixed connected), non-continuous beam design and will not require any pre stressed beam design based on AS3600-2009.

Support beams have a uniformly distributed imposed load of 15 kN/m

Density of RCC,ρ = 2600 kg/m3

Live Load on Slab = 4kN/m

Dead Load on Slab = 3kN/m

Yield Strength of reinforcing steel, fsy = 500 MPa

Concrete Strength to be selected and justified AS3600-2009

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