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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. Aim of Project : To sketch G+1 floor residential plan, according to vaastu shastra, and list down the names of the structural drawings required…
MUNAGALA NARESH
updated on 14 Aug 2022
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.
Aim of Project :
Objective of Project :
Procedure :
vaastu shastra
1. Gateway ( Entrance ) of the house:
2. living room :
3. Bed room :
4. Pooja room :
5. Kitchen :
6. Study room :
7. dining room :
8. Guest room :
9. Courtyard :
BASIC PRINCIPLES OF VAASTU SHASTRA :
shape : Rooms should be perfectly and preferably square or rectangular .
Room basics : Room should be airy, well lightened, bright and cleaned.
Home basics : Centre of the house should be an empty space
Stairs and furniture : Heavy furniture should be kept in south direction.
Water : Avoid plants and water features in the bedroom .
Mirror placement : Mirror facing the bed is strictly not allowed. mirrors in the bed room should be placed such as way that bed cannot be seen.
Aspicious direction as per Vaastu Shastra :
kitchen : SOUTH-EAST is best, NORTH-EAST to be avoided.
staircase : SOUTH-WEST is best, NORTH-EAST is avoided.
Toilet : NORTH-WEST is best, NORTH-EAST to be avoided.
master bedroom : SOUTH-WEST is best.
Guest room : NORTH-WEST is best,
Living room : NORTH-WEST is best,
Over-head tank : WEST is best.
Underground tank : NORTH-EAST is best, SOUTH-WEST is to be avoided.
List of structural drawings required to be considered to the site for construction is as follows :
Assumed dimensions of structural elements:
Indian standard code which i am going to use for load calculations :
Dead load calculation :
1. column = 300 x 300
Dead load of column = self weight of column
column height = height of wall+slab thickness =4.5+0.125=4.625m
column size =300xx300x4625mm^3=0.3x0.3x4.625m^3
unit weight of concrete =25 KN/m^3
dead load of column = total weight concrete x unit weight of concrete = 0.3 x 0.3 x 4.625 x 25
self weight of column = dead load of column = 10.41 KN
As per design, 14 number of columns provided.
Beam :
Dead load of beam = self weight of beam
beam size = 300x450mm^2 =0.3x0.45m^2
we will calculate, load in the form of UDL
unit weight of cncrete ( RCC ) =25 KN/m^3
dead load of beam = beam size x unit weight of concrete
3.38 KN/m.
Exterior wall load on beam :
wall load on beam = dead load of wall
height of the wall = 4.5m
thickness of the exterior wall =230mm = 0.23 m
unit weight of brick wall = 20kn/m^3
dead load of wall = height of wall x thickness of exterior of wall ) x unit weight of brick wall = 4.5 x 0.23 x 20
exterior wall load on beam = 20.7 KN/m
4.interior wall load on beam :
wall load on beam = dead load of wall
height of wall = 4.5m
thickness of interior wall = 150mm = 0.15m
unit weight of brick wall = 20 KN/m^3
dead load of wall = ( height of wall x thickness of the interior wall ) x unit weight of brick wall =4.5 x 0.15 x 20
interior wall load on beam = 13.5 KN/m
5. self weight of slab :
self weight of slab = dead load of slab
thickness of slab = 125mm =0.125m
self weight of slab = thickness of slab x unit weight of RCC = 0.125 X25 = 3.125KN/m^2
self weight of ceiling : 0.25 KN/m^2 ( as per IS 875 part 1)
self weight of roofing : 0.83 KN/m^2 ( as per IS 875 part 1 )
floor finish : 1 KN/m^2
Results :
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