load calculation for commercial building | load calculation for building
load calculation for commercial building | load calculation for the building
Load Calculation for (G+2) -
load distribution by partially as load-bearing & as framed Structures
load of building
1. Dead load
2. live load
3. wind load
4. seismic load
4. seismic load
1. DEAD LOAD
Dead load = volume of member x unit weight of materials.
2. LIVE LOAD
Live Load as per IS-875. Generally for residential building purpose we take it 2 KN/m2.
BRICK WORK LOAD
Ground floor level Self weight of Grade beam "Assuming size of beam (230 x 380 )"
Self weight of Brick Work on grade beam ( 3 feet height) Self weight of Plinth beam "Assuming size of beam (230 x 150 )"
Self weight of Brick Work on Plinth beam ( 10 feet height) Self weight of lintel beam "Assuming size of beam (230 x 150 )"
Self weight of First floor roof beam "Assuming size of beam (230 x 450 )"
Different Load calculation process on column, Beam & Slab:
1) Column Self Weight X Number of floors
2) Beams Self Weight per running meter
3) A load of walls per running meter
4) The total load on Slab (Dead load + Live load + Self-weight)
TNPSC AE & SSC JE CIVIL QUIZ PRACTICE
RCC
RCC-1 -Click here
RCC-2- Click here
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SOM/MOS
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RESIDENTIAL PLAN
#1 (40' x 80') - Click here
#2 (30' x 50') - Click here
#3 (30' x 24') - Click here
#4 (30' x 60') - Click here
#5 (30' x 70') - Click here
#6 (25' x 60') - Click here
#7 (20' x 60') - Click here
#8 (30' x 40') - Click here
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