Challenge

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

Aim:- To draw a G+1 residential building as per vaastu. required structural drawings to be provided to site for construction. and calculate loads acting on building individual.

Introduction:- G+1 residential building drawing as per vaastu. And calculating the load IS 875 part 1,2 and 3. Drawing are provided for site engineer easy to work and complete construction within a period.

Procedure and Result

Load calculation as per IS 875 (part 1)table No 1.

Self weight of beam and columns for ground floor

Assume column height of C1, C2,C3 as 3m

Length of beam as 1 m

Unit weight of RCC = 25kN/m3

C1( 500x500)= 0.5x0.5x3x25= 18.75 KN/m

C2(600x600)= 0.6x0.6x3x25= 27kN/m

C3(300x600)= 0.3x0.6x3x25= 13.5kN/m

B1( 200x500)= 0.2x0.5x1x25= 2.5kN/m

B2( 300x600)= 0.3x0.6x1x25= 4.5kN

For first floor

Load calculation as per IS 875 (part 1)table No 1.

Self weight of beam and columns for ground floor

Assume column height of C1, C2,C3 as 3m

Length of beam as 1 m

Unit weight of RCC = 25kN/m3

C1( 500x500)= 0.5x0.5x3x25= 18.75 KN/m

C2(600x600)= 0.6x0.6x3x25= 27kN/m

C3(300x600)= 0.3x0.6x3x25= 13.5kN/m

B1( 200x500)= 0.2x0.5x1x25= 2.5kN/m

B2( 300x600)= 0.3x0.6x1x25= 4.5kN

Load calculation as per IS 875 (part 2) table No 1 live load or imposed load.

For Ground floor

Kitchen=2KN/m2

Living room= 2KN/m2

Bedroom= 2KN/m2

Toilet and bathroom : 2KN/m2

Staircase: 3KN/m2

For First floor

Master bedroom= 2KN/m2

Room=2KN/m2

Toilet and bathroom=2KN/m2

Balconies = 3Kn/m2

Staircase: 3KN/m2

Wind load cannot be calculating due to height of building is less than 10m.

As per 875 part 3 height of building should be 10m above.

Result: calculated load acting on a building.

Drawing providing on site for construction.

Center line drawing: Before starting project need to finalize the column position so need center line drawing

Footing and column layout with Reinforcement: Need now the footing size column orientation with excavation purpose and steel details.

Column schedule with reinforcement detail: Now the rods size with Number of bars used in columns.

Plinth beam layout with reinforcement details: it is necessary to provide plinth beam layout now the plinth beam size how much height should we built from road level and reinforcement detail

First floor beam with reinforcement details: need to now beam depth and size of bars.

First floor slab layout reinforcement details: it is required to now the slab thickness and its one way or two way and steel calculating purpose

Note: Drwaing attaced please check software version is 2016.

Your portfolio, next

Ship work like this
in your own course.

Talk to a career counsellor

Free 20-minute call. We'll map the right course to where you want to work.

By submitting you agree to our Terms and Privacy Policy.