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

Sketch a G+1 floor residential plan, according to Vaastu Shastra, and list down the names of the structural drawings required to be provided to the site for construction.

Also, assume the sizes of the structural elements (Column, Beam, Slab, etc.,) and accordingly calculate the individual corresponding loads from the members as per IS code.

Dimenision of ground floor plan

• Living room - 4.87 m X 5.48m
• Kitchen room - 3.04m x 3.65m
• Dinning - 2.59 m x 3.65 m
• Master bed room -5.48m x 3.35m
• Bed room - 4.57m x 3.65m
• Toilet - 1.82m x 1.21m

Dimenision of first floor plan

• Kitchen room - 2.89m x 3.35m
• Master bed room -5.48m x 3.65m
• Toilet - 1.82m x 1.21m
• Dinning - 2.43 m x 3.35 m

Dimenisions :

• Dimension of column 0.15m x0.38m
• Dimension of Beam 0.15m x0.38m
• Thickness of slab - 0.15m(0.5 ft)
• Thickness of wall - 0.15m (0.5 ft)
• Height of column & wall each floor 3m

Calcultion of loads :

1.Dead load of column : (0.15m x0.38m)

• No of columns = (GF+FF) = 15+8
• = 23 columns
• Height of the column = 3 Mtr
• =(0.15 x 0.38 x 3)23 = 3.93 m^3
• Unit weight of rcc = 25kn/m^3
• Dead load of column = 3.93 x 25 = 98.25KN

2.Dead load of Beam : (0.15m x0.38m)

• Total length of beam = 180.6 + 41.16 = 221.76 mtr
• Total volume of beam = 221.76 x 0.15 x 0.38 = 12.64 m^3
• Unit weight of rcc = 25kn/m^3
• Dead load of beam = 12.64 x 25 = 316KN

3. Dead load of Wall :

• Thickness of outer wall = 0.15m
• Height of wall = 3m
• Dead load of wall = 221.76 x 0.15 x 3 = 99.79 m^3
• Unit weight of brick = 20KN/m^
• Dead load of wall = 99.79 x 20 = 1995.8KN

4. Dead load of slab :

• Thickness of sab = 0.15m
• Area of slab = GF + FF = 103.87 m^2 + 55.58 m^2
• Total area = 159.45 m^2
• Total volume of slab = 159.45 x 0.15 = 23.91 m^3
• Unit weight of rcc = 25KN/m^3
• Dead load of slab = 23.91 x 25 = 597.75KN

Total dead load of building = 98.25KN + 316KN + 1995.8KN + 597.75KN = 3007.8 KN

Calculation for Live load :

• According to is 875 art 2 live loads are,
• Living room = 2KN\m^2
• Kitchen room = 2KN\m^2
• Master bed room = 2KN\m^2
• Toilet = 2KN\m^2
• StAIR CASE= 3KN\m^2
• Toilet = 2KN\m^2

CALCUATION FOR WIND LOAD :

• Wind lod is desing only when the height of the building exceed 10m.
• The height of the building is less than 10m so we not consider the wind load of the building.

The names of the structural drawings required to be provided to the site for construction :

• Centre line drawing
• Footing and column layout with reinforcement details
• Column schedule with reinforcement details
• plinth beam layout with reinforcement details
• First floor beam layout with reinforcement details
• First floor slab layout with reinforcement details
• Lift pit & headroom reinforcement details