Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code
1 Calculate the self weight of Plinth Beam for ground floor
size:- 0.3mx0.3mx12m
= Volume* density
= 0.3*0.3*12* 2500
=1.08* 2500
=2700 kg
Total (4 Beam)=4*2700= 10800kg
size:- 0.3mx0.3mx13m
= Volume* density
= 0.3*0.3*13* 2500
=1.17* 2500
=2925 kg
Total (4 Beam)=4*2700= 11700kg
Total plinth Beam self-weight =10800+11700=22500 kg
2 Calculate the self-weight of a column for ground floor
size:- 0.3mx0.4mx2.7m
= Volume* density
= 0.3*0.4*2.7* 2500
=0.324* 2500
=810 kg
Total (12 column)=12*810= 9720kg
size:- 0.3mx0.3mx2.7m
= Volume* density
= 0.3*0.3*2.7* 2500
=0.243* 2500
=607.5 kg
Total (6 column)=6*607.5= 3645kg
Total colum dead load =9720+3646=13365 kg
3. Calculate the self-weight of wall between Plinth beam to floor beam of height 2.7m for ground floor
Assuming that width of wall is 0.3m and use masonry wall and it's density is 2200kg/m3
size:- 0.3mx2.7mx12m
= Volume* density
= 0.3*2.7*12* 2200
=9.72* 2200
=21384 kg
Total (4 Beam)=4*21384= 85536kg
size:- 0.3mx2.7mx13m
= Volume* density
= 0.3*2.7*13* 2200
=10.53* 2200
=23166 kg
Total (4 Beam)=4*23166= 92664kg
Total wall self-weight = 85536+92664= 178200kg
4 Calculate the self weight of Beam for ground floor
size:- 0.3mx0.3mx12m
= Volume* density
= 0.3*0.3*12* 2500
=1.08* 2500
=2700 kg
Total (4 Beam)=4*2700= 10800kg
size:- 0.3mx0.3mx13m
= Volume* density
= 0.3*0.3*13* 2500
=1.17* 2500
=2925 kg
Total (4 Beam)=4*2700= 11700kg
Total plinth Beam self-weight =10800+11700=22500 kg
5. Calculate the self-weight of a ground floor slab of 125mm thickness
= Volume* density
= 12*13*0.125 * 2500
=19.5* 2500
=48750 kg
6. Calculate the self-weight of a column for First floor
size:- 0.3mx0.4mx2.7m
= Volume* density
= 0.3*0.4*2.7* 2500
=0.324* 2500
=810 kg
Total (12 column)=12*810= 9720kg
size:- 0.3mx0.3mx2.7m
= Volume* density
= 0.3*0.3*2.7* 2500
=0.243* 2500
=607.5 kg
Total (6 column)=6*607.5= 3645kg
Total Column Self weight =9720+3646=13365 kg
7 Calculate the self-weight of wall between Beam to first floor slab beam of height 2.7m for ground floor
Assuming that width of wall is 0.3m and use masonry wall and it's density is 2200kg/m3
size:- 0.3mx2.7mx12m
= Volume* density
= 0.3*2.7*12* 2200
=9.72* 2200
=21384 kg
Total (4 Beam)=4*21384= 85536kg
size:- 0.3mx2.7mx13m
= Volume* density
= 0.3*2.7*13* 2200
=10.53* 2200
=23166 kg
Total (4 Beam)=4*23166= 92664kg
Total wall self-weight = 85536+92664= 178200kg
8 Calculate the self weight of Beam for First floor floor
size:- 0.3mx0.3mx12m
= Volume* density
= 0.3*0.3*12* 2500
=1.08* 2500
=2700 kg
Total (4 Beam)=4*2700= 10800kg
size:- 0.3mx0.3mx13m
= Volume* density
= 0.3*0.3*13* 2500
=1.17* 2500
=2925 kg
Total (4 Beam)=4*2700= 11700kg
Total plinth Beam self-weight =10800+11700=22500 kg
7. Calculate the self-weight of a First faloor slab of 125mm thickness
= Volume* density
= 12*13*0.125 * 2500
=19.5* 2500
=48750 kg