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Sketch a G+1 floor residential plan, according to Vastu shastra, and list down the names of the structural drawings required to be provided to the site for construction.Also, assume the sizes of the structural elements (Column, Beam, Slab, etc.,) and accordingly calculate the individual corresponding loads from the members…
Akash Dhathombe
updated on 25 Jul 2022
Sketch a G+1 floor residential plan, according to Vastu shastra, and list down the names of the structural drawings required to be provided to the site for construction.Also, assume the sizes of the structural elements (Column, Beam, Slab, etc.,) and accordingly calculate the individual corresponding loads from the members as per IS code.
Aim:
Procedure:
A. Sketch a G+1 floor residential plan, according to Vastu shastra:
Now we should know the directions for every room as per the vasthu shastra.
1. Living room:
2. Children Bed room:
3. Master bed room:
4. Toilets:
5. Kitchen and wash area:
6. Staircase:
B. List down the names of the structural drawings required to be provided to the site for construction.
The names of the structural drawings required to be provided to the site for construction are :-
C. Assume the sizes of the structural elementsand accordingly calculate the individual corresponding loads from the members as per IS code.
Indian codes used are:
Dimensions of Floor plan- (Both Ground Floor And 1st Plan are same)
Living room- 3.30m X 5m
Kitchen room- 2.3m X 2.1m
Dining room- 3.3m X 3.5m
Master bedroom- 3.65m X 2.85m
Bedroom- 3.6m X 3.4m
Toilet- 2.1m X 1.2m
Bath- 2.1m X 1.2m
WC- 1.2m X 1m
Dimentions to be assumed for Beam, Column, Slab, and walls.
Now we calculate the load calculations;
Load calculations:
Dead load of column:
Formula for the Dead load of column is {Dead load of column =Total volume of concrete x Unit weight of concrete}
Given column size = 0.300m x 0.300m
column height = Slab thickness + height of wall
= 0.150 + 3
= 3.15m
Then the total volume of concrete = Column size x column height
= 0.300 x 0.300 x 3.150
= 0.284m^3
Unit weight of concrete = 25 (kN)/m^3
Dead load of column =Total volume of concrete x Unit weight of concrete
= 25 x 0.284
= 7.1 kN.
Given Beam size = 0.300m x 0.450m
Then the volume of Beam = 0.300x0.450
= 0.135
Unit weight of concrete = 25 kNm3
Dead load of column = (volume of beam x Unit weight of concrete)
= 0.135 x 25
= 3.375 kNm
Thickness of slab = 150mm =0.150m
Unit weight of concrete = 25 kNm3
Dead load of slab = Thickness of slab x Unit weight of concrete.
= 0.150 x 25
= 3.75 kNm2
Height of the wall = 3 m
Assuming thickness of External wall = 230 mm = 0.23m
Unit weight of brick wall = 20 kNm3
Dead load of wall = Unit weight of brick wall x Thickness of wall x Height of wall.
= 20 x 3 x 0.23
= 13.8 kNm
Assuming thickness of Internal wall = 150 mm = 0.150m
Unit weight of brick wall = 20 kNm3
Dead load of wall = Unit weight of brick wall x Thickness of wall x Height of wall.
= 20 x 3 x 0.150
= 9 kNm
Assuming the wall height = 800mm
Assuming wall thickness = 230mm
Unit weight of brick wall = 20 kNm3
Dead load of parapet wall = Height of wall x Wall thickness x unit weight of brick wall
= 0.80 x 0.23 x 20
= 3.68 kNm
(According to IS 875 Part 2)
Bed room= 2KN/m2
Living room= 2KN/m2
Bath=2KN/m2
Terrace = 3KN/m2
Toilet= 2KN/m2
Staircase= 3KN/m2
Master Bedroom= 2KN/m2
Kitchen= 2KN/m2
Wind load calculation-
Wind load is designed only when the height of the building exceeds 10m.
The height of designed building is 6.3 m which is less than 10m.
So, the calculation of wind load is not required.
References and IS codes used for the design-
IS 875:1987, Part 1 for Dead load
IS 875:1987, Part 2 for Live load
IS 875:1987, Part 3 for Wind load
IS 456:2000, for Reinforced Concrete.
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