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

AIM-

Sketch a G +1 floor residential building according to Vaastu sastra and the names of the structural drawings required to be provided to the site for construction and the sizes of the structural elements (Column, Beam, Slab, etc.) calculated the individual corresponding loads from the members as per IS code 875 part 1 & 2 

INRODUCTION-

As I drawn the G+1 residential building as per Vaastu sastra based upon those structural drawings.

And Load calculation of the structural member i.e., column beam slab etc. all dimensions of drawing is in MM. drawings to be required for the construction of the building-

1. General Notes

2. Column and Beam Layout

3. Architecture Plan (all type of plans include)

4. Structural Plan (all type of rebar detail includes)

5. Section

6. Elevation

PROCEDURE-

Dimensions of Ground Floor-

Plot area :13m x 9m

Built-up area :11.16m x 8m

Living room : 3m x 3m

Parking area : 4.415m x 4m

Dining room : 4.415m x 4.45m

Kitchen area :3m x 3m

Stair case : 3.125m x 2m

Bed room : 4.415m x 4m

Attach toilet & bath : 1m x 3m

Common toilet & bath : 1.2m x 3m

Dimensions of First Floor-

Built-up area : 11.16m x 8m

Master bed room : 3m x 3m

balcony area : 4.415m x 3.13m

Bed room1 : 4.415m x 3m

Bed room2 : 3m x 3m

Bed room3 : 3m x 3m

Common toilet & bath : 1.2m x 3m

Store room : 1.29m x 1.7m

Passage area : 1.29m x 4.475m

Stair case : 3.125m x 2m

Dimensions of Structural Member-

Column size : 0.23m x 0.23m

Beam size : 0.23m x 0.45m

External wall thickness : 0.23m

Internal wall thickness : 0.125m

Slab thickness : 0.125m

Floor height : 3m

Waist slab : 0.15m

Assumptions-

Unit weight of RCC = 25KN/m³

Unit weight of brick masonry = 20KN/m³

Beam length = 1m

Slab length = 1m

Slab width = 1m

Calculation of Dead Load-

1.Volume of column = 0.23 x 0.23 x 3 = 0.16m³

Dead load on column = 0.16 x 25 = 4KN

2.Volume of beam = 0.23 x 0.45 x 1 = 0.103m³

Dead load on beam = 0.103 x 25 = 2.6KN

3.Volume of slab = 1 x 1 x 0.125 = 0.125m³

Dead load on slab = 0.125 x 25 = 3.125KN

4.Volume of external brick wall = 0.23 x 3 x 1 = 0.69m

Dead load on external brick wall = 0.69 x 20 = 13.8KN

5.Volume of internal brick wall = 0.125 x 3 x 1 = 0.375m 

Dead load on internal brick wall = 0.125 x 20 = 7.5KN

Calculation of the Live Load-

As per IS: 875 (Part 2) - 1987 the live load of the residential buildings

Bed rooms = 2.0 KN/m² 

Living room = 2.0 KN/m²

kitchen = 2.0 KN/m²

Toilet = 2.0 KN/m²

Bathrooms = 2.0 KN/m²  

Staircase = 3.0 KN/m²  

Balcony = 3.0 KN/m²  

Calculation of the Wind Load: 

As per IS: 875 (Part 3) - 1987 the wind load is designed only when the building exceeds 10m.Here in this case the height of the building is 6m. Therefore, the calculation of wind load is not required.

RESULT: 

A G+1 floor residential plan, according to Vaastu Shastra has been drawn.

The names of the structural drawings required for the site for construction is provided.

The individual corresponding loads from the members as per IS code is calculated.