Challenge

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

Let ,

Size of beam - 230 x 450 mm

Size of column - 300 x 400 mm

Thichness of slab - 230 mm

1. Self wt. of column = 3 x 0.3 x 0.4 x 19 = 6.84 KN

2. Self wt. of beam = 0.23 x 0.45 x 25 = 2.58 KN/m

3. Self wt. of wall = 0.23 x 3 x 20 = 13.8 KN/m

4. Self wt. of slab -

living room = 3.5 x 4.6 x 0.125 x 25 = 50.31 KN

Dinning = 2 x 3.5 x 0.125 x 25 = 21.87 KN

Kitchen = 3.6 x 3.5 x 0.125 x 25 = 39.37 KN

Guest room (x2) = 3.4 x 3.5 x 0.125 x 25 = 74.37 KN

Master room (x2) = 3.5 x 4 x 0.125 x 25 = 87.5

Bathroom (x4) = 1.2 x 2.4 x 0.125 x 25 = 36 KN

Pooja room = 1.1 x 1.7 x 0.125 x 25 = 5.84 KN

1. For all rooms and kitchen = 2 kN/m

2. For passage and balcony = 3 KN/m

Pz = 0.6 Vz`2

to calculate Vz

Vz = Vb x k1 x k2 x k3 x k4

now. Vb = 39 m/s Considering pune region

k1 = 1

k2 = 1

k3 = 1

k4 = 1

Vz = 39 x 1 x 1 x 1 x 1 = 39 m/s

Pz = 0.6 x 39`2 = 912.6 N/m`2

1. Centreline drawing

2. Footing and column layout with reinforcement details.

3. Plinth beam layout with reinforcement details.

4. First floor beam and slab layout with reinforcement details.

5. Section of proposed plan.

6. Elevation detils of proposed plan.

Ship work like this
in your own course.