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

1.Names of structural drawing required to be provided to the site for construction?

Ans. structural drawing required to be provided to the site for construction:

1. Architectural Drawing:

• Site Plan
• Working Plan
• Section Drawings
• Elevation Drawing

2. Structural Drawing:

• Excavation Drawing
• Column Layout
• Plinth Beam Layout
• Lintel Beam Layout
• Roof Beam and Shuttering Layout
• Roof Slab Layout

3. Electrical Drawing:
4. Plumbing Drawing:
5. Finishing Drawings:

SIZE OF BUILDING COMPONENT:

Column size = 9” X 9” = 0.228 X 0.228 m =0.0519 m²

Length of column = 22’ = 6.70 m

Size of beam = 9” X 12” = 0.228 X .304 m = 0.069 m²

Size of Slab = 5” = .127 m

Total area of G. F slab = 79.43 m²

Total area of F. F slab = 79.43 m²

Total area of S F slab = 80.43 m²

Total area of slab = 239.29 m²

Wall thickness = 9” = 0.228 m

DEAD LOAD / MEMBER LOAD OF STRUCTURE: -

Total load of the column = No. of column X size of column X density of RCC X No. of floor

Total load of the column= 12 X (3.35 X 0.0519) X 25 X 3 = 156.47 KN.

Total dead weight of the beam: -

Ground floor beam length = 53.23 m

First floor beam length = 53.23m

Second floor beam length = 53.23m

Total load of the beam = length of beam X size of beam X density of RCC

Total load of the beam= 159.71 X 0.069 X 25 = 275.50 KN.

Total load of the slab = area of slab X thickness of slab X density of RCC

Total load of the slab = 239.29 X 0.127 X 25 = 759.74 KN.

Total load of the wall = length of wall X thickness of wall X density of brick masonry

Total Quantity of wall = 103.57 m³

Total load of the wall = 103.57 X 20 = 2071.44 KN.

Total dead weight on structure = 156.47+275.50+759.74+2071.44= 3263.15 KN.