Design Slab A as a one-way slab following AS3600 for flexural strength, shear, and deflection.

Use the AS3600 simplified method for a one-way slab to determine the maximum bending moments and the maximum shear force. 

Concrete Mix Design is 32MPa.

The steel bars to be used are 500N.

The concrete cover thickness is 25 mm and the bar diameter is 12 mm.

 

 
 

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