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

1. G+1 floor plan as per Vaastu Shastra

The structural drwings required for a construction are stated below

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. liftpit and headroom reinforcement details

LOAD CALCULATION AS PER IS CODE

Assumptions

1. column size = 0.3x0.3m
2. beam size = 0.3x 0.45
3. slab thickness = 0.125m
4. living room = 4.87 x 3.048m
5. guest room = 3.657 x 3.048
6. bed room = 4.87x 4.87m
7. dining + kitchen = 4.87x 4.87m
8. bath = 2x(1.219x 1.828)

Column

volume of column = 0.3x0.3x9

= 0.81`m3`

dead load of column = 0.81 x density of concrete

= 0.81 x 25

= 20.25KN

total number of columns = 9

dead load of column = 20.25 x 9

= 182.25 KN

BEAM

4.87m beam

volume of beam = 0.3 x o.45 x 4.87

= 0.657m3

load = volume x density of concrete

= 0.657 x 25

= 16.43KN

number of 4.87m bveam = 8

load = 16.43 x 8

= 131.49 KN

3.048m beam

volume of beam = 3.048 x 0.3 x 0.45

= 0.4115 m3

number of beams = 3

dead load = 3x0.4115x25

=30.86KN

3.657m beam

volume = 3.657 x 0.3 x 0.45

= 0.493m3

dead load = 0.493 x 25

= 12.34 KN

total load = 131.49+ 30.86+ 12.34

= 174.69 KN

SLAB

size of slab= 9.35 x 8.747x 0.125m

volume = 10.230m3

load = 10.230 x25

= 255.76 KN

first floor

area of slab = 9.35 x 8.74

= 81.719m2

live load = 2 KN/m2 as per IS code

= 2x 81.719 KN

= 163.438KN