If the floor is a slab having a length of 15 ft and width of 10 ft.
Live stockroom floor.
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40 30 l n 1 20 0 a 3 10 1n m2 0 2 4 6 8 10 1 areaxlo 2 il m2 fig.
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With an evenly distributed live load of 30 psf which the tables show the floor is able to support the total weight on the floor would be about 3 360 pounds.
Floors in garages or portions of buildings used for the storage of motor vehicles shall be designed for the uniformly distributed live loads of table 1607 1 or the following concentrated loads.
Factory and warehouse live load survey 171 n m2 2 3 i 1 areaxlo l m2 fig.
Increasing the total weight on the floor to 4 480 pounds however results in a live load of 40 psf which is beyond the floor s load capacity.
Any seasoned warehouse or facility manager knows that a bad warehouse floor plan can break an overarching operational strategy disrupting flow so severely that goals might not be met inventory and equipment might be damaged and floor associates might even be put in harm s way alternatively a well devised warehouse floor plan that is crafted with best practices in mind can end up.
Consider adding hardeners and dustproofers to protect the concrete.
2 5 kn m2 for floors above ground floor and 3 0 kn m2 at or below ground floor over may be more appropriate with 7 5 kn m2 over 5 of the floor area to allow for future flexibility.
Proper floor types are an important consideration in the design.
1 inch 25 4 mm 1 square inch 645 16 mm 2 1 pound per square foot 0 0479 kn m 2 1 pound 0 004448 kn 1 pound per cubic foot 16 kg m 3.
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Effect of floor areas on sustained loads for factories light.
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For example historically uk office buildings have been designed and marketed with live loadings of 3 5 4 0 kn m2 however this may be an over provision.
1 for garages.
General warehouse space should be floored with a concrete slab to carry wheel loads and withstand the abrasion generated by the continual use of hard rubber and steel wheeled forklift trucks.
The floor of a heavy storage warehouse building is made of 6 in thick stone concrete.
Determine the resultant force cause by the dead load and the live load.
