Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code

3.Pooja Room(2.70x1.80)

• Centre to centre distance = 2.7*2+1.8*2= 9m
• Length of joineries needs to be deducted.

4. Dining(2.70x2.50)

• Centre to centre distance = 2.7*1+2.5*2 = 7.7m
• Length of joineries needs to be deducted.

5. Toilet (2.70 x 2.00)

• Centre to centre distance = 2.7*1+2.0*2 =6.7m
• Length of joineries needs to be deducted.

6. kitchen (2.70x3.50)

• Centre to centre distance = 2.7*1+3.5*2 = 9.7m
• Length of joineries needs to be deducted.

7.Work area(2.80 x 2.30)

• Centre to centre distance = 2.8*2+2.3*1= 7.9m
• Length of joineries needs to be deducted.

8.MASTER BEDROOM(2.20 x 3.50)

• Centre to centre distance = 2.20*2+3.5*2= 11.4m
• Length of joineries needs to be deducted.

9.Toilet 1(2.20 x 2.0)

• Centre to centre distance = 2.20*1+2.0*1= 4.2m
• Length of joineries needs to be deducted.

Total centre line length of beams for first floor = 15.2+1.9+9+7.7+6.7+9.7+7.9+11.4+4.2= 73.7m

let us assume the Beam dimension be - 300*450 mm²

Length of the beam -73.7m

Unit weight of concrete = 25 KN/m³

Volume of concrete = Area of beam* length of beam

Volume of concrete = 0.3m * 0.45m * 73.7 m = 9.95 m³

Self weight of Beam, B1= Volume of concrete * Unit weight of concrete

Self weight/Dead load of first floor beam =9.95 * 25 = 248.75 KN

b.Beams(second floor)

• Beams are only provided on the main walls

1. Sitting (5.20x6.7)

• Centre to centre distance = 5.20*2+6.7*2=23.8 m
• Length of joineries needs to be deducted.

2.Office Room(2.70x1.80)

• Centre to centre distance = 2.7*2+1.8*1=7.2m
• Length of joineries needs to be deducted.

3.Bed Room(2.90x2.90)

• Centre to centre distance = 2.7*1+2.9*2=8.5m
• Length of joineries needs to be deducted.

4.Toilet(2.70 x 1.60)

• Centre to centre distance = 2.7*1+1.6*2= 5.9m
• Length of joineries needs to be deducted.

Note: Open terrace has no beams.

Total centre line length of beams for second floor = 23.8 +7.2+8.5+5.9= 45.4m

let us assume the Beam dimension be - 300*450 mm²

Length of the beam -45.4m

Unit weight of concrete = 25 KN/m³

Volume of concrete = Area of beam* length of beam

Volume of concrete = 0.3m * 0.45m * 45.4m = 6.13m³

Self weight of Beam, B1= Volume of concrete * Unit weight of concrete

Self weight/Dead load of second floor beam =6.13 * 25 = 153.25 KN

c. Columns

• Columns are provided at are all 31 corners of the mainwall of both the first and second building floors

Therefore total number of columns =31

• Area of column = 300*300 mm²

  Assuming height of column as = 3.1 m

  Unit weight of concrete = 25 KN/m³

  Volume of concrete = Area of column * height of column

  volume of concrete = 0.3m * 0.3m * 3.1m = 0.28 m³

  Self weight of column = Volume of concrete* Unit weight of concrete

  self weight of 1 column = 0.28*25 = 7.0 KN

Total self weight of 31 columns = 31*7.0 = 217 KN

d. Slab(first and second floor)

1.Living(3.1m*4.5m)

Thickness of slab = 125 mm = 0.125 m

Area of slab = 3.1m*4.5m

Unit weight of concrete = 25 KN/m^3

Volume of concrete = thickness×area

Volume of concrete= 0.125 * 3.1m*4.5m

Volume of concrete= 1.74 m³

Weight of concrete = volume×density

Weight of concrete = 1.74 m³× 25 KN/m³

Weight of concrete =43.5 KN.

2. Corridor(1.90m*4.90m)

Thickness of slab = 125 mm = 0.125 m

Area of slab = 1.90m*4.90m

Unit weight of concrete = 25 KN/m^3

Volume of concrete = thickness×area

Volume of concrete= 0.125 * 1.90*4.90

Volume of concrete= 1.16 m³

Weight of concrete = volume×density

Weight of concrete = 1.16m³× 25 KN/m³

Weight of concrete = 29 KN.

3.Pooja Room(2.70 x 1.80)

Thickness of slab = 125 mm = 0.125 m

Area of slab = 2.7m*1.8m

Unit weight of concrete = 25 KN/m^3

Volume of concrete = thickness×area

Volume of concrete= 0.125 *2.70 * 1.80

Volume of concrete= 0.608 m³

Weight of concrete = volume×density

Weight of concrete = 0.608 m³× 25 KN/m³

Weight of concrete = 15.2 KN.

4. Dining(2.70x2.50)

Thickness of slab = 125 mm = 0.125 m

Area of slab = 2.70mx2.50m

Unit weight of concrete = 25 KN/m^3

Volume of concrete = thickness×area

Volume of concrete= 0.125 * 2.70x2.50

Volume of concrete= 0.84m³

Weight of concrete = volume×density

Weight of concrete = 0.84 m³× 25 KN/m³

Weight of concrete = 21.09 KN.

5. Toilet (2.70 x 2.00)

Thickness of slab = 125 mm = 0.125 m

Area of slab = 2.70m*2.0m

Unit weight of concrete = 25 KN/m^3

Volume of concrete = thickness×area

Volume of concrete= 0.125 *2.70 *2.0

Volume of concrete= 0.68 m³

Weight of concrete = volume×density

Weight of concrete = 0.68 m³× 25 KN/m³

Weight of concrete = 17 KN.

6. kitchen (2.70*3.50)

Thickness of slab = 125 mm = 0.125 m

Area of slab = 2.70m*3.50m

Unit weight of concrete = 25 KN/m^3

Volume of concrete = thickness×area

Volume of concrete= 0.125 *2.70*3.50

Volume of concrete= 1.18 m³

Weight of concrete = volume×density

Weight of concrete = 1.18 m³× 25 KN/m³

Weight of concrete = 29.53 KN.

7.Work area(2.80*2.30)

Thickness of slab = 125 mm = 0.125 m

Area of slab = 2.80m*2.30m

Unit weight of concrete = 25 KN/m^3

Volume of concrete = thickness×area

Volume of concrete= 0.125 *2.80*2.30

Volume of concrete= 0.805m³

Weight of concrete = volume×density

Weight of concrete = 0.805 m³× 25 KN/m³

Weight of concrete = 20.13 KN.

8.Master Bedroom(2.20*3.50)

Thickness of slab = 125 mm = 0.125 m

Area of slab = 2.20m*3.50m

Unit weight of concrete = 25 KN/m^3

Volume of concrete = thickness×area

Volume of concrete= 0.125 *2.20*3.50

Volume of concrete= 0.96m³

Weight of concrete = volume×density

Weight of concrete = 0.96 m³× 25 KN/m³

Weight of concrete = 24 KN.

9.Toilet 1(2.20 x 2.0)

Thickness of slab = 125 mm = 0.125 m

Area of slab = 2.20m*2.0m

Unit weight of concrete = 25 KN/m^3

Volume of concrete = thickness×area

Volume of concrete= 0.125 *2.20*2.0

Volume of concrete= 0.55 m³

Weight of concrete = volume×density

Weight of concrete = 0.55 m³× 25 KN/m³

Weight of concrete = 13.75 KN.

10.Sit Out(4.0*1.80)

Thickness of slab = 125 mm = 0.125 m

Area of slab = 4.0m*1.8m

Unit weight of concrete = 25 KN/m^3

Volume of concrete = thickness×area

Volume of concrete= 0.125 *4.0*1.80

Volume of concrete= 0.9 m³

Weight of concrete = volume×density

Weight of concrete = 0.9m³× 25 KN/m³

Weight of concrete = 22.5 KN.

11.PORCH(4.50*2.40)

Thickness of slab = 125 mm = 0.125 m

Area of slab = 4.50m*2.4m

Unit weight of concrete = 25 KN/m^3

Volume of concrete = thickness×area

Volume of concrete= 0.125 *4.50*2.40

Volume of concrete= 1.35 m³

Weight of concrete = volume×density

Weight of concrete = 1.35m³× 25 KN/m³

Weight of concrete =33.75 KN.

Total self weight of all slabs of first floor = 29+15.2+21.09+17+29.53+20.13+24+13.75+22.5+33.75= 225.95 KN

e. slabs(second floor)

1.Sitting (5.20*6.7)

Thickness of slab = 125 mm = 0.125 m

Area of slab =5.20m*6.7 m

Unit weight of concrete = 25 KN/m^3

Volume of concrete = thickness×area

Volume of concrete= 0.125 *5.20*6.7

Volume of concrete= 4.36 m³

Weight of concrete = volume×density

Weight of concrete = 4.36m³× 25 KN/m³

Weight of concrete = 109 KN.

2.Office Room(2.70*1.80)

Thickness of slab = 125 mm = 0.125 m

Area of slab =2.70m*1.8 m

Unit weight of concrete = 25 KN/m^3

Volume of concrete = thickness×area

Volume of concrete= 0.125 *2.70*1.80

Volume of concrete= 0.61 m³

Weight of concrete = volume×density

Weight of concrete = 0.61 m³× 25 KN/m³

Weight of concrete =15.25 KN.

3.Bed Room(2.90*2.90)

Thickness of slab = 125 mm = 0.125 m

Area of slab =2.90m*2.90 m

Unit weight of concrete = 25 KN/m^3

Volume of concrete = thickness×area

Volume of concrete= 0.125 *2.90*2.90

Volume of concrete= 1.05 m³

Weight of concrete = volume×density

Weight of concrete = 1.05 m³× 25 KN/m³

Weight of concrete =26.25 KN.

4.Toilet(2.70*1.60)

Thickness of slab = 125 mm = 0.125 m

Area of slab =2.70m*1.60 m

Unit weight of concrete = 25 KN/m^3

Volume of concrete = thickness×area

Volume of concrete= 0.125 *2.70 *1.60

Volume of concrete= 0.54 m³

Weight of concrete = volume×density

Weight of concrete = 0.54 m³× 25 KN/m³

Weight of concrete = 13.5 KN.

Total self weight of all slabs of second floor = 109+15.25+26.25+13.5= 164 KN

d. Walls loads

a.Main wall

Height of the wall= 3.1 m

Thickness of the wall = 230mm= 0.23m

Unit weight of brick = 20 KN/M³

Dead load of wall = 20*3.1*0.23 = 14.26 KN/m

2. Live loads

• Imposed loads/live loads consideration are taken according to the Indian code IS875:PART 2
• The specified code has menntioned the minimum load to be considered for all type of building according for all type of building according to their occupancy in Table 1.

for residential building

All rooms and kitchens , Live load = 2 KN/m²

Toilet and bathrooms , Live loads = 2 KN/m²

In case of stares, live load = 3 KN/m²

3.wind loads

• Here no need to consider wind loads as the buiding height is less than 10m