Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code
Aim: To sketch a G+1 residential building and provide the loads of structural elements of the building as per IS code.
Introduction: The design of the building is done as per Vaastu shastra and the necessary assumptions for the building plan are made as per the Vaastu Shastra.
Procedure : The building plan is done in the AutoCad software and the loads are calculated after the plan is made and it is done as per the IS code standards.
Loads:
The assumed sizes of structural members are
Column(300*400)
Beams(300*450)
Slab thickness(150mm)
Wall thickness (230mm)
Height of the building(9m)
Column load:
=0.3*0.4*9*25
=27KN/m
Ground floor level
Beam load:
Living room
=0.3*0.45*8*25
=27KN/m
=0.3*0.45*5.7*25
=19.2KN/m.
Bathroom
=0.3*0.45*3*25
=10.1KN/m.
=0.3*0.45*3*25
=7.6KN/m.
Toilet
=0.3*0.45*3*25
=10.1KN/m.
=0.3*0.45*2.27*25
=7.6KN/m
Bedroom
=0.3*0.45*4.7*25
=15.8KN/m.
=0.3*0.45*6.7*25
=22.6KN/m
Kitchen
=0.3*0.45*6*25
=20.2KN/m.
=0.3*0.45*3.7*25
=12.4KN/m
Pooja room
=0.3*0.45*2.27*25
=7.6KN/m
=0.3*0.45*1.7*25
=5.7KN/m
Slab loads Considering a live load of 2KN/m.
Living room
=8*5.7*0.15*25
=171 KN/m
Total=173KN/m
Bathroom
=3*2.27*0.15*25
=25.5KN/m
Total=27.5KN/m
Toilet
=3*2.27*0.15*25
=25.5KN/m
Total=27.5KN/m
Bedroom
=4.7*6.7*0.15*25
=118KN/m
Total=120KN/m.
Kitchen
=6*3.7*0.15*25
=83.2KN/m
Total=85.2KN/m
Pooja room
=2.27*1.7*0.15*25
=14.4KN/m
Total=16.4 KN/m
Wall loads:
Living room
=8*0.23*4.5*20
=165.6KN/m
=5.7*0.23*4.5*20
=117.9KN/m
Bathroom
=3*0.23*4.5*20
=62.1KN/m
=2.27*0.23*4.5*20
=46.9KN/m
Toilet
=3*0.23*4.5*20
=62.1KN/m
=2.27*0.23*4.5*20
=46.9KN/m
Bedroom
=4.7*0.23*4.5*20
=97.2KN/m
=6.7*0.23*4.5*20
=138.6KN/m
Kithcen
=6*0.23*4.5*20
=124.2KN/m
=3.7*0.23*4.5*20
=76.5KN/m
Pooja room
=2.27*0.23*4.5*20
=46.9KN/m
=1.7*0.23*4.5*20
=35.1KN/m
Portico and Stairs area
Portico
Beam
=0.3*0.45*2*25
=6.75KN/m
=0.3*0.45*6.54*25
=22KN/m
Slab
=6.54*2*0.15*25
=49KN/m
Wall load
=2*4.5*0.23*20
=41.4KN/m
Stairs
Beam
=0.3*0.45*2*25
=6.7KN/m
=0.3*0.45*4.46*25
=15KN/m
Wall load
=2*4.5*0.23*20
=41.4KN/m
First floor level:
Beam loads:
Head room
=0.3*0.45*4.45*25
=15KN/m.
=2*0.3*0.45*25
=6.75KN/m
Bed room
=4.45*0.3*0.45*25
=15KN/m
=5.7*0.3*0.45*25
=19.2KN/m
Toilet
=2*0.3*0.45*25
=6.7KN/m
=1.5*0.3*0.45*25
=5KN/m
Store room
=2*0.3*0.45*25
=6.7KN/m
=4.04*0.3*0.45*25
=13.6KN/m
Terrace area(8.7*14)
=8.7*0.3*0.45*25
=29.3KN/m
=14*0.3*0.45*25
=47.2KN/m
Slab loads: Live load 2KN/m
Head room
=4.45*2.0*0.15*25
=33.3KN/m
Total=35.3KN/m
Bed room
=4.45*5.7*0.15*25
=95.1KN/m
Total=97.1KN/m
Toilet
=2*1.5*0.15*25
=11.2KN/m
Total=13.2KN/m
Store room
=2*4.04*0.15*25
=30.3KN/m
Total=32.3KN/m
Terrace area:Live load of 1.5KN/m
=8.77*14*0.15*25
=460KN/m
Total=461.5KN/m
Wall loads:
Head room:
=4.45*4.5*0.23*20
=92.1KN/m
=2*4.5*0.23*20
=41.4KN/m
Bedroom
=4.45*4.5*0.23*20
=92.1KN/m
=5.7*4.5*0.23*20
=117.9KN/m
Toilet
=2*4.5*0.23*20
=41.4KN/m
=1.5*4.5*0.23*20
=31KN/m
Storage
=2*4.5*0.23*20
=41.4KN/m
=4.04*4.5*0.23*20
=83.6KN/m
Terrace area parapet wall height is 1m
=8.77*1*0.23*20
=40.3KN/m
=14*1*0.23*20
=64.4KN/m.
These are the loads of individual members acting on the building.
The plan of the building is attached.
The other drawings which is to be attached with the plan and given to site are
- Centre line drawing
- Footing & Column layout with reinfrocement details
- Column schedule with reinforcement details
- Plinth beam layout with reinforcement details
- Floor level beam layout with reiforcement details
- Floor level slab layout with reinforcement details
- Lift pit(if any) & Head room reinforcement details