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.

 

 
 

2 002 -4000 Max: -12450 overall building length- -4000 Max. -Beam A - Slab A Column A -4000 Max: 350 x 350 square column 450 typ. beam width 5000 overall building width 2 002 -4000 Max: -12450 overall building length- -4000 Max. -Beam A - Slab A Column A -4000 Max: 350 x 350 square column 450 typ. beam width 5000 overall building width 2 002 -4000 Max: -12450 overall building length- -4000 Max. -Beam A - Slab A Column A -4000 Max: 350 x 350 square column 450 typ. beam width 5000 overall building width