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