Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code
answer
drawing available in pictures
opening is provided above the ground level for the aesthetic look
all the doors are inwards
here
i.main door is facing the north direction
ii.toilets are not placed near kitchen
iii.dining area is near to kitchen far from main door
iv.bedrooms are placed in southwest and southwest where north east is avoided
v.all rooms are rectangular in shape
vi.kitchen is placed in south east direction
vii.toilets is in north west
viii.center house is kept empty
ix.pooja room is placed at east
x.living room is in north west
xi.no overhanging beams are allowed to rooms
required drawing
I.center line drawing
II.footing and column with reinforcement details
III.column schedule with reinforcement details
IV.plinth beam layout with reinforcement details
V.first floor slab layout with reinforcement details
VI.first floor beam layout with reinforcement details
VII.lift pit and headroom reinforcement details
Load calculations
Specify the assumed size of the rooms.
-all columns are 300mmx300mm
-all beams are 300mmx450mm
-slabs thickness if 125mm
-the height of wall is 3m
DEAD LOADS
a. cloumn
the height of the column as 3m
dead load of the column of size 0.3*0.3*3
total load of the column=0.3*0.3*3=0.27m3^3
unit weight of concrete=25KN/m^3
dead load of column=unit weight of concrete*volume of concrete
=25KN/m^3*0.27m^3=6.75KN
b.beams
total C/S area of the beam=0.3*0.45=0.135m^2
unit weight of concrete=25KN/m^3
dead load of column=unit weight of concrete*area of concrete
=25 KN/m^3*0.135m^2=3.375 KN/m
c.slabs
dead load of slab of 125mm thickness
unit weight of concrete=25KN/m^3
self-weight of concrete*thickness of concrete
=25KN/m^3*0.125m
=3.125KN/m^2
d.walls
height of wall 3m
dead load of a wall of 300mm thickness
unit weight og brick wall=20KN/m^3
self-weight of brick wall
=unit weight of brick wall*thickness of wall*height of wall
=20KN/m^3*0.3m*0.3m
=18KN/m
live load
according to the IS875 pate 2 table 1
for the residential building use the live load of the UDL 2KN/m^2
for this rooms and bathrooms and no balconies are presented in the building and near staircase provided the live load on UDL 3KN/m^2
here since it is the house the live load of the 2KN/m^2 is adopted on the slabs from IS 875-part 2 table 1
wind load
since,height of the building is less than 10m wind load calculation is not implemented on the building where total height of building is 3m+3m=6m