Given information:

Floor thickness =6 in = 0.15 m

Length of the floor =15 ft = 4.572 m

The width of the floor =10 ft = 3 m

A dead load of the floor is calculated by multiplying the unit weight of concrete with the dimensions of the slab and the Live load for heavy storage warehouse building is taken from the ASCE-7

Calculation:

Imposed load for a heavy storage warehouse =250 lb/ft2

Live load for heavy storage warehouse = 250×10×15=37500 lb

Minimum Design Dead load of stone concrete per inch =12 lb/ft2

Dead load on the warehouse floor of 6 inches thick =12×15×10×6=10800 lb

Total load = Dead load + Live load =10800+37500=48300 lb

Resultant force =48300 lb = 214.85 kN∼215 kN

Conclusion:

The resultant force thus obtained is 215 kN