Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code
Aim Of The Project
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
Part 1. - To Sketch a G+1 floor residential plan, according to Vaastu Shastra
Ground Floor & First Floor Plan are as follows
Vastu Shastra Followed during planning is
1.Entrance of the house is provided in the east direction which is the symbol of progress in life.
2.Living room is placed in North East direction.
3.Master bedroom is provided in south west position this direction brings good health and prospority.
4.Kitchen is placed in south east direction
5.Study room is placed in east direction.
6.Staircase is placed at Northwest Corner.
7.Bathroom,WC and toilet palced at West direction.
Part 2. - list down the names of the structural drawings required to be provided to the site for construction
1.Centre Line Drawing
2.Footing and Column Layout with reinforcement details.
3.Column Schedule with reinforcement details.
4.Plinth Beam Layout with reinforcement details.
5.First Floor Beam Layout with reinforcement details.
6.First Floor Slab with reinforcement details.
7.Lift Pit & Headroom reinforcement details.
Part 3. To 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.
Columns - 300x300 mm
Beams - 300x450 mm
Slab Thickness - 125 mm
Wall Thickness - 230 mm
Height of GF - 300 mm
Height of First Floor - 300 mm
Dead Load Calculations
Volume of Concrete = 0.30 x 0.30 x 6.25 =0.562 m³
Weight of Concrete = 0.562 x 2400 = 1348.8 kg
Weight of Steel (1%) in Concrete = 0.562x 0.01 x 7850 = 44.11 kg
Total Weight of Column = 1348.8+ 44.11 = 1392.91 kg = 13.92KN
Beams Size 300mm x 450mm
Volume of Concrete = 0.30 x 0.45 x 1 =0.135 m³
Weight of Concrete = 0.135 x 2400 = 324 kg
Weight of Steel (2%) in Concrete = 0.135 x 2% x 7850 = 21.19 kg
Total Weight of Column = 324 + 21.19 = 345.19 kg/m = 3.45 KN/m
Slab
Slab thickness - 125mm
Total Volume of slab - 1x1x0.125 = 0.125 m^3.
unit weight of concrete - 25 kn/m^3.
Dead load of slab - 0.125x25=3.12 kn /m^2.
Walls
Wall Thikness - 230 mm
Height of the wall - 3 m
Volume of wall - 0.23x3=0.69
Unit weight of bricks =20 kn /m^3.
Dead load of wall = 20x0.69 =13.8 kn/m
Live Load Calculations
Bed Room - 2 kn/sq.m
Living Room -2 kn/sq.m
Kitchen - 2 kn/sq.m
Bathroom - 2 kn/sq.m
Study Room - 2 kn/sq.m
Terrace - 3 kn/sq.m
Staircase - 3 kn/sq.m
Wind Load Calculations
According to IS 875 - Part 3 ,wind load is to be considered when the height of building is more than 10 m.
As there is not that case ,we do not have to consider about wind load.