Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code
AIM OF THE PROJECT:
To sketch a G+1 floor residendial plan according to vastu shastra and to list down the names of a structral drawing required to be provided
to assume the size of structural elements ( column, beam, slab etc) and to calculate the loads from the members as per IS code.
prodecure:-
GROUND FLOOR PLAN
DIMENSIONS OF GROUND FLOOR PLAN:-
Living room- 3.60m*5.85m
Dining room- 3.60m*3m
Master bedroom- 4.3m*3m
Bed room- 3m*4.5m
Toilet- 3.25m*1.2m
bath- 2.4m*1.2m
wc-1.2m*1m
FIRST FLOOR PLAN
DIMENSIONS OF FIRST FLOOR PLAN-
Guest room- 4.3m*3m
study room- 3m*3m
Bedroom-3m*4.5m
toilet- 3.25*1.2m
bath-2.4m*1.2m
Wc- 1.2m*1m
OTHER DIMESIONS-
- Thickness of internal wall- 0.15m (150mm)
- Thickness of external wall- 0.23m (250mm)
- Thickness of slab - 0.25m (250mm)
- Dimensions of column- 0.3m*0.3m
-Dimensions of beam - 0.3*0.45m
-Height of wall of each floor- 3m
Vastu shastra followed during planning is-
- Entrancer of the house is provided in the east direction which is the symbol of progress in life
- Living is placed in the north east direction.
- Master bedroom is placed in the south west direction it brings good health and wealth
- Kitchen is placed in the south east direction
- Study room is placed in the east direction
- Bathroom, Wc and toilet is placed in the west direction.
List of drawings provided at the construction project
- Center line drawing
- Footing and column layout with reinforcement
- column schedule with reinforcement details
- plinth beam layout with reinforcement details
- First floor beam layout with reinforcement details
- Lift pit and head room reinforcement details
- center line drawing.
- Floor plans
- Foundation plan
- Design drawing
- Block plan
- Roof slab
- column layout
- site plans.
- column sections
- septic tank design
- overhead water tank design
- plinth beam sections
- Flooring plan
- Road drianage plan
- Setting out plan
- section drawing of buildings
- plumbing details
- electrification details
Calculation of loads-
A) Dead load calulations
1. Dead load of column
Dimensions of column = 0.3m*0.3m
Height of column = ( slab thickness *2) +( Height of wall for each floor *2 )
= (0.25*2) +( 3*2) = 6.5m
Total volumn of concrete = 0.3x0.3x6.5= 0.585m^3
unit weight of RCC = 25KN/M^3
Dead load of column= 25 x 0.585 = 14.62KN
Since all columns are similar c1,c2,c3,c4,c5,c6,c7,c8,c9,c10,c11= 14.62KN
2. Dead load of the beam = 0.3mx 0.45m
Total volumn of concrete =0.3x0.45x1=0.135m^3
unit weight of RCC =25KN/m^3
Dead load of beam = 25x0.135 = 3.375KN
3. Dead load of slab
slab is always designed for the span of 1m.
hence assume size of slab as 1mx1m
thickness of slab =0.25m
Density of RCC= 25KN/m^3
Self weight of slab = 1x1x0.25x25 = 6.25KN
4. Dead load of walls
Dead load external wall
Thickness of external wall = 0.23m (230mm)
unit weight of brick wall = 20KN/m^3
Height of wall = 3m
Load of wall on beam = 3x0.23x20 = 13.8KN
Dead load of internal wall = 0.15m
unit weight of brick wall= 3m
Load of wall on beam = 3x0.15x20= 9KN
B) Live load calculations
Bed room= 2kn/m^2
living room = 2kn/m^2
bath = 2kn/m^2
terrace = 3kn/m^2
toilet = 2kn/m^2
staircase= 3kn/m^2
study room = 2kn/m^2
kitchen=2kn/m^2
C) wind load calculations-
Wind load is designed only when the height of the building exceeds 10m.
the height of the building is 6.5m which is less than 10m
so, the calculation of wind load is not required.
Reference and IS codes used for the design-
IS 875-1987, Part for dead load
IS 875-1987,Part 2 for live load
IS 875-1987, Part3 for wind load
IS 456-2000, for reinforced concrete
RESULT:
- The plan is prepared by the vaastu shastra concept considering all the principles and considered of vaastu shastra
- The load calculations are done as per the IS code considerations