Design load information

Information for design

For slab:

Unit weight of concrete =150 lb/sq.ft

Unit weight of masonry wall =120 lb/sq.ft

Floor finish =20 psf

Live load =40 psi

f’c =2000 psi

fy =60000 psi

For beam:

fs =0.40 fy

f’c = 2000 psi

fy = 60000 psi

For column:

fs = 0.40 fy

f’c = 2000 psi

For footing:

Bearing Capacity of soil = 1500 psi

fs = 0.40 psi

f’c = 2000 psi