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.
Garage floor dead load.
To check the creep deflection using forte use case 1 and calculate the dead load deflection by taking the total.
I am currently using the asce table 4 1 minimum uniformly distributed live loads lo and minimum concentrated live loads as a reference to find the loads for the typical floors but it doesn t refer to either technical floors nor parking.
The values for dead loads in table 3 2 are for commonly used materials and constructions in light frame residential buildings.
You must establish how much of a load each lineal foot of header or beam receives.
Storage space dead load of partitions 20 lbs.
The dead load on a floor is determined by the materials used in the floor s construction.
3 3 dead loads dead loads consist of the permanent construction material loads comprising the roof floor wall and foundation systems including claddings finishes and fixed equipment.
I have a residential tower 36 story and i want to find the design loads live loads and sustained dead loads in t m 2 for technical and parking floors.
The dead load is often more than the live load so creep should be considered and checked in garage floor design.
Dead load of attic floor not floored 10 lbs.
1160 pounds per lineal foot.
Of floor area dead load on second floor 20 lbs.
Of floor area dead load of partitions 20 lbs.
10 psf x 12 ft 120 pounds per lineal foot.
Creep deflection could cause cracking in the concrete floor and or ponding in the middle of the garage floor.
Dead load of attic floor when floored 20 lbs.