Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code
Sketch a G+1 floor residential plan, according to Vaastu 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.
Dimenision of ground floor plan:
Living room - 3.8 m X 4.3m
Kitchen room - 3m x 3m
Master bed room -3m x 3.3m
Kids bed room - 2.4m x 3.3m
puja - 1.2m x 1.8m
Store - 3m x 1.2m
(Portico /Car parking) -4 .8m x 3.1m
Toilet - 1.2m x 1m
Bath - 2.4m x 1.2m
Dimenision of first floor plan:
Living room - 3.8 m X 4.3m
Kitchen room - 3m x 3m
Master bed room -5.18m x 3.3m
Toilet - 1.77m x 1.82m
Store - 3m x 1.2m
balcony - m x m
Toilet - 1.2m x 1m
Bath - 2.4m x 1.2m
Other Dimenision
Thickness of inner wall - 0.15m (150mm)
Thickness of outerwall _ 0.23m (230mm)
Thickness of slab 0.25m(250mm)
Dimension of column 0.3m x0.3m
Dimension of beam 0.3m x0.45m
Height of wall each floor 3m
Vastu shasta planning:
- Entrance of the house In east direction
- Living room/ hall in north east direction
- Master bedroom in south west direction
- Kitchen in south east direction
- Toilet / bath in south direction
Calcultion of load:
1.Dead load of Column = 0.3m x0.3m (300mm x300mm)
Height of the column = 2 x salb thickness + 2 x height of wall
=0.25 x 2 + 3 x2
= 6.5m
Total volume of column = 0.3 x 0.3 x6.5 = 0.585 m^3
Unit weight of rcc = 25kn/m^3
Dead load of column 25 x 0.585 = 14.62KN
2. Dead load of BEAM = 0.3m x0.45m (300mm x450mm)
Total volume of column = 0.3 x 0.45 x1 = 0.135 m^3
Unit weight of rcc = 25kn/m^3
Dead load of column 25 x 0.135 = 3.375KN
3. Dead load of WALL:
Thickness of outer wall = 0.23m
Unit weight of brick = 20KN/m^3
Height of wall = 3m
Dead load of outer wall 3 x 0.23 x 20 = 13.8KN
Thickness of inner wall = 0.15m
Unit weight of brick = 20KN/m^3
Height of wall = 3m
Dead load of outer wall 3 x 0.15 x 20 = 9KN
4. Dead load of slab
Thickness of sab = 0.25m
Unit weight of rcc = 25KN/m^3
Dead load of slab 1 x 0.25 x 25 = 6.25KN
Calculation for live load:
According to is 875 art 2
Living room = 2KN\m^2
Kitchen room = 2KN\m^2
Master bed room = 2KN\m^2
Toilet = 2KN\m^2
Stair case= 3KN\m^2
balcony = 2KN\m^2
Toilet = 2KN\m^2
Bath = 2KN\m^2
CALCUATION FOR WIND LOAD:
Wind lod is desing only when the height of the building exceed 10m
Te height of the building less tha n 10m is 6.5m