Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code
Important structural drawings for a project:
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 layout with reinforcement details
7.Lift pit and headroom reinforcement details
Structural elements:
Column - 300mm x 400mm
Beam - 300mm x 450mm
Slab thickness - 150mm
Member load calculation:
Columns (Ground Floor)
No. of columns = 12
Column size = 300mm x 400mm
Height of column = 3.50m
Volume of column = Column size x Height of column x No. of columns
= 0.30 x 0.40 x 3.50 x 12
= 5.04 m3
Unit weight of RCC Concrete = 25 KN/m3
Self weight of column = Volume of column x Unit weight of RCC Concrete
= 5.04 x 25
= 126 KN
Therefore, Dead load of column at Ground floor = 126 KN
Columns (First Floor)
No. of columns = 9
Column size = 300mm x 400mm
Height of column = 3.50m
Volume of column = Column size x Height of column x No. of columns
= 0.30 x 0.40 x 3.50 x 9
= 3.78 m3
Unit weight of RCC Concrete = 25 KN/m3
Self weight of column = Volume of column x Unit weight of RCC Concrete
= 3.78 x 25
= 94.5 KN
Therefore, Dead load of column at First floor = 94.5 KN
Total Dead load of column = 126 + 94.5
Therefore, Dead load of column = 220.50 KN
Beam (First Slab Level):
Beam size = 300mm x 450mm
Length of beam = 42.90m
Volume of beam = Beam size x Length of beam
= 0.30 x 0.450 x 42.90
= 5.79 m3
Unit weight of RCC Concrete = 25 KN/m3
Self weight of beam = Volume of beam x Unit weight of RCC Concrete
= 5.79 x 25
= 144.75 KN
Therefore, Dead load of beam at First slab level = 144.75 KN
Beam (Roof Slab Level):
Beam size = 300mm x 450mm
Length of beam = 32m
Volume of beam = Beam size x Length of beam
= 0.30 x 0.450 x 32
= 4.32 m3
Unit weight of RCC Concrete = 25 KN/m3
Self weight of beam = Volume of beam x Unit weight of RCC Concrete
= 4.32 x 25
= 108 KN
Therefore, Dead load of beam at Roof slab level = 108 KN
Total Dead load of beam = 144.75 + 108
Therefore, Dead load of beam = 252.75 KN
Walls (230mm at Ground Floor)
Thichness of wall = 230mm
Height of wall = 3.20m
Length of wall = 51.4 m
Area of wall = Thichness of wall x Height of wall
= 0.230 x 3.20
= 0.736 m2
Unit weight of brick masonry = 20 KN/m3
Self weight of 230mm brick wall = Area of wall x Length of wall x Unit weight of brick masonry
= 0.736 x 51.4 x 20
= 756.608 KN
Therefore, Dead load of 230mm brick masonry at Ground floor = 756.608 KN
Walls (230mm at First Floor)
Thichness of wall = 230mm
Height of wall = 3.20m
Length of wall = 44.40 m
Area of wall = Thichness of wall x Height of wall
= 0.230 x 3.20
= 0.736 m2
Unit weight of brick masonry = 20 KN/m3
Self weight of 230mm brick wall = Area of wall x Length of wall x Unit weight of brick masonry
= 0.736 x 44.4 x 20
= 653.568 KN
Therefore, Dead load of 230mm brick masonry at Ground floor = 653.568 KN
Total Dead load of 230mm brick masonry = 756.608 + 653.568
Therefore, Dead load of 230mm brick masonry = 1410.176 KN
Walls (115mm at Ground Floor)
Thichness of wall = 115mm
Height of wall = 3.20m
Length of wall = 25.20 m
Area of wall = Thichness of wall x Height of wall
= 0.115 x 3.20
= 0.368 m2
Unit weight of brick masonry = 20 KN/m3
Self weight of 230mm brick wall = Area of wall x Length of wall x Unit weight of brick masonry
= 0.368 x 25.20 x 20
= 185.472 KN
Therefore, Dead load of 115mm brick masonry at Ground floor = 185.472 KN
Walls (115mm at First Floor)
Thichness of wall = 115mm
Height of wall = 3.20m
Length of wall = 4 m
Area of wall = Thichness of wall x Height of wall
= 0.115 x 3.20
= 0.368 m2
Unit weight of brick masonry = 20 KN/m3
Self weight of 230mm brick wall = Area of wall x Length of wall x Unit weight of brick masonry
= 0.368 x 4 x 20
= 29.44 KN
Therefore, Dead load of 115mm brick masonry at First floor = 29.44 KN
Total Dead load of 115mm brick masonry = 185.472 + 29.44
Therefore, Dead load of 115mm brick masonry = 214.912 KN
Slab (First Slab)
Slab thickness = 150 mm
Area of slab = 14m x 7.90m
= 110.60 m2
Unit weight of RCC Concrete = 25 KN/m3
Self weight of slab = Area of slab x Thickness of slab x Unit weight of RCC Concrete
= 110.60 x 0.150 x 25
=414.75 KN
Therefore, Dead load of First slab = 414.75 KN
Slab (Roof Slab)
Slab thickness = 150 mm
Area of slab = 8.60m x 7.90m
= 67.94 m2
Unit weight of RCC Concrete = 25 KN/m3
Self weight of slab = Area of slab x Thickness of slab x Unit weight of RCC Concrete
= 67.94 x 0.150 x 25
= 254.775 KN
Therefore, Dead load of Roof slab = 254.775 KN
Total Dead load of slab = 414.75 + 254. 775
Therefore Dead load of slab = 669.525 KN
Individual Member loads:
Column = 220.50 KN
Beam = 252.75 KN
Wall (230mm) = 1410.176 KN
Wall (115mm) = 185.472 KN
Slab = 254.775 KN
Total Dead load of the building = 220.20 + 252.75 + 1410.176 + 185.472 + 254.775
= 2323.373 KN