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

Aim

The aim of the challenge is to sketch the residential building by vaastu

And calculate all the loads acting on the structure

The above picture is the residential paln of G+1 with vaastu

Procedure-

Now calculate the loads on the structure

Asuume the coloums,beams and slab sizes

Coloumn - 230 x 300

Beam sizes - 230 x 400

Slab thickness - 125 mm thickness

Wall width - 230mm

Dead loads -

Coloumns

0.23 x 0.3 x 25 x 6 = 11KN

Beams -

B1 - 0.23 x 0.4 x 25 x 9 = 21KN

B2 - 0.23 x 0.4 x 25 x 10 = 23KN

Wall loads -

0.23 x 6 x 20 = 28KN

Slab-

9 x 10 x 0.125 x 25 = 495 KN

Live loads-

According to IS 875 part 2 we have to consider live loads

For residential building we should tale 2KN/m2

Wind loads-

Pz = 0.6 x Vz^2

Vz = Vb x k1 x k2 x k3

Vb = 44 (based on wind speed in the map )

K1 = 1.0 (risk coefficient of table 1)

k2 = 1.05 (depends on the height of building of table 2)

k3 = 1 (depends on the slopes)

Vz = 46.2

Wind pressure Pz = 1.28 KN/m

Results -

Dead loads on

Coloumns- 11KN

Beams- B1- 21KN

B2-23KN

Walls - 28KN

Slab- 495KN

Live loads - 2KN/m2

Wind loads- 1.28KN/M

Structural drawings in the construction

Centreline drawing

Footing and coloumn layout and reinforcement details

Coloumn schedule with reinforcement details

Plinth beam layout with reinforcement details

Floor beams layout with reinforcement details

Slab layout with reinforcement details

Lift pit and room layout and reinforcement details