A box shaped parking garage is to be designed having a roof and

floor dimension of 200ft by 200ft. A live load of 100 psf is specified. • Concrete strength = 5000 psi • Steel yield stress = 60,000 psi • Assume a viable height of the garage. • Assume slab, beam and column arrangements for the roof and floor. Design the most heavily loaded slab, beam, column and footing. Carry out shear checks, deflection checks, bond strength checks where necessary. • Assume any missing data.

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