How To Calculate Live And Dead Load Of Garage Floor

1st floor dead load.

How to calculate live and dead load of garage floor.

2nd floor dead load. Dead load of first floor ceiling plastered 20 lbs. The code also specifies minimum uniform loads of 30 psf for sleeping rooms which are unlikely to experience live loads as big as say the living room 20 psf for uninhabited attic spaces and 50 psf for passenger vehicle garage floors. Live loads are exerted in the vertical plane.

Therefore calculations for the dead load before a building takes on the additional loads from occupancy or use the weight of its components and the pressures applied in a downward direction to the ground must include the concrete for the foundation system planned building materials plus any service equipment such as elevators hvac units and ductwork plumbing fixed manufacturing equipment. Area of floor 6 0 m x 4 0 m 24 m2live load rating of a house 1 5 kpa therefore live load of floor 24 m2x 1 5 kpa 36 kn all unfixed items in a building such as people and furniture result in a live load on the structure. The different components can then be added together to determine the dead load for the entire structure. Live load on second floor local requirements.

Dead load volume of member x unit weight of materials by calculating the volume of each member and multiplying by the unit weight of the materials from which it is composed an accurate dead load can be determined for each component. 80 pounds per lineal foot. In other words the weight is distributed or shared uniformly by the members in the floor or roof system. Ft live load on first floor local requir ements.

10 psf x 12 ft 120 pounds per lineal foot. H design lateral pressure for soil condition type. L r maximum roof live load anticipated. 10 psf x 12 ft 120 pounds per lineal foot.

2nd floor live load. 1st floor live load. 30 psf x 12 ft 360 pounds per lineal foot. Dead load on second floor 20 lbs.

1the load combinations and factors are intended to apply to nominal design loads defined as follows. Ft joists girder post plan of floor framing showing the girder load area 1. 1160 pounds per lineal foot. For the most part live load and dead load values for floor and roof systems are considered distributed loads.

Live load calculation civil engineer in this video lecture we are going to learn calculating liv. Dead load of first floor ceiling not plastered 10 lbs. How to calculate live load on slab or floor of building. How to calculate dead load and live load of slab self weight of slab floor finishing load of slab hellosir ashish sir hello sir balram sir hello sir sla.

40 psf x 12 ft 480 pounds per lineal foot.