Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code
- As Per IS 875:1987 (Part-I) For Practise of Dead Load ; Revised in 2018
- Calculation of loads on Ground floor-
1) calculation of Dead load-
i) Dead load of colimns-
a) Size of all column = 300 x 300 mm
b) Dead load of column = 0.3 x 0.3 x 3 x 25 kN/m3
= 6.975 kN
-Dead load of one column= 6.975 kN
Total dead load of column on ground floor-
= Dead load of one column x No.of column
= 6.975 x 11
= 76.725 kN
ii)Dead load of Beam-
a) Dead Load of B1 of Length 6.55m = 0.23 x 0.75 x 6.55 x 25
= 28.25 kN
No. of B1 of Length 6.55m = 1 x 28.25
= 28.25 kN.
b) Dead load of B1 of Length 4.85m = 0.23 x 0.75 x 4.85 x 25
= 20.91 kN
No. of B1 of 4.85m Length = 20.91 x 2
= 41.83 kN
c) Dead Load of B2 of Length 3.5m = 0.15 x 0.75 x 3.5 x 25
= 9.84 kN
No. of B2 of Length 3.5m = 2 x 9.84
= 19.69 kN
d) Dead Load of B2 of Length 3.4m = 0.15 x 0.75 x 3.4 x 25
= 9.56 kN
No. of B2 of Length 3.4m = 9.56 x 1
= 9.56 kN
e) Dead Load of B2 of Length 3.2m = 0.15 x 0.75 x 3.2 x 25
= 9 kN
No. Of B2 of Length 3.2m = 1 x 9
= 9 kN
f) Dead Load of Beam B3 of 3.2m Length = 0.15 x 0.6 x 3.2 x 25
= 7.2 kN
No. of Beam B2 of Length 3.2m = 7.2 x 3
= 21.6 kN
g) Dead Load of Beam B3 of Length 3.5m = 0.15 x 0.6 x 3.5 x 25
= 7.875 kN
No. of Beam B3 of Length 3.5m = 7.875 x 2
= 15.75 kN
h) Dead Load of Beam B3 of 4.5m Length = 4.5 x 0.15 x 0.6 x 25
= 10.125 kN
No. of Beam B3 of Length 4.5m = 1 x 10.125
= 10.125 kN
i) Dead Load of Beam B4 of Length 4.85m = 0.23 x 0.6 x 4.85 x 25
= 16.73 kN
No. of Beam B4 of Length 4.85m = 1 x 16.73
= 16.73 kN
j) Dead Load of Beam B5 of Length 2.2m = 0.15 x 0.3 x 2.2 x 25
= 2.475 kN
No. of Beam B5 of Length 2.2 m = 1 x 2.475
= 2.475 kN
Total Dead Load of Beam on Ground Floor:
= a+b+c+d+e+f+g+h+i+j
= 172 kN
Total Deal load on Ground Floor:
= Dead Load of Column + Dead Load of Beam
= 76.725 + 172
= 248.725 kN
The same Bems and Columns are on First floor so the Dead load on First Floor is Also 248.725 kN.
- As per IS 875:1987 , (Part-II) For Practise of Live Load ; Revised 2008
- Live load on Bunglow is Calculated as follows:
1) Live Load in Rooms & Kitchen= 2.0 kN/m2
2) Live Load in Toilets & BAthrooms = 0 kN/m2
3) Stairs & Passage = 3.0 kN/m2
4) Balconies = 3.0 kN/m2
5) Terrace (Access Provided) = 1.5 kN/m2
6) Terrace (Access not provided except for maintenance) = 0.75 kN/m2
7) Store = 0 kN/m2
- Reduction of Live Load on basis of its storey based on IS Code:
| No. of Floor (Including Roof) | Percentage Reduction in Total Live Load |
| 1 | 0 |
| 2 | 10 |
| 3 | 20 |
| 4 | 30 |
| 5 to 10 | 40 |
| above 10 | 50 |