Example of Dead load calculation for depressed slabs:
Including loading of:-
- RCC Slab 5.12"th =5.12*.0254*25.5 = 3.31
- L.C.C. 1.97"th =1.97*.0254*24 = 1.2
- Floor finish 1.57"th =1.57*.0254*25 = 1
- Ceiling plaster 10 mm th= .01*24 = 0.24
- Cinder filling 11.8"th =11.8*.0254*4.2 = 4.2
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Total = 9.955 KN/Sq.m
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Say 10.5 KN/Sq.m