3 Kpa Floor Loading

Or b a concentrated load or line load q k in kn or kn m as appropriate.

3 kpa floor loading.

This is correct only for a textbook oversimplified answer. 4 kn m x 1 m 4 kn weight you can convert to kg by dividing by 9 8 so that is 408 kg. 3 1 4 the uniformly distributed load q k and the concentrated load or line load q k shall be. They are likely to carry a large number of people at one time such as in social situations.

Floor loading also referred to as ground pressure is an industry term used to determine whether a given floor. A a uniformly distributed load q k in kpa. Design parameters armed with this information it becomes easier to understand why a deck or balcony might need to be designed to a higher floor loading than a domestic floor. 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.

A typical wood frame floor covered with carpet or vinyl flooring has a dead load of about 8 pounds per square foot. 1 0 m 2 of floor the loading over the 1 0 m area is 2 0 kpa. 3 1 3 the imposed loads as given in clause 3 2 to 3 5 shall be. The imposed loading on a office commercial use building is generally 3 kpa 3000 kg per sqm.

Add an allowance for partitions normally added on top of the imposed floor loading for example you might have a total imposed floor load 3 5kn m2 made up of 2 5kn m2 1 0kn m2 for partitions change the utilisation factor from 1 00 assumed here see note 3 to 0 80 commonly assumed by designers. Therefore if you plan on converting a commercial property to residential the floor is capable to withstand the higher loads and meet the requirements. Floor live loads excluding storage loading 3 0 kpa offices class rooms laboratories etc excluding carparking code beam size mm floor joist spacing mm 300 338 360 400 450 600 t257ap10 248 x 71 5 74 5 41 5 24 4 97 4 69 4 06 t257bp10 248 x 71 5 89 5 54 5 37 5 10 4 81 4 16 t259ap10 248 x 88 6 12 5 87 5 73 5 43 5 12 4 44. Whichever shall produce the most adverse effect.

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. If there s wall board covered ceiling suspended from the underside of that floor the dead load increases to about 10 pounds per square foot. The dead load on a floor is determined by the materials used in the floor s construction. And a residential use building is 1 5 kpa 1500 kg per sqm.