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

Project 2nd - Sketch a G+1 residential plan accordingly to Vaastu Shastra and Calculation of Loads as per IS codes

Aim of project: Sketch a G+1 residential plan accordingly to Vaastu Shastra for healthy family and get positive energy from nature and Calculation of Loads as per IS codes  

Introduction: we design a residential (G+1) Building by applying Vaastu shastra for better healthy and happy life style with positive energy and load calculations on building accordings to IS codes i.e.                                      IS456:2000, IS 875:1987(part 1), IS 875:1987(part 2), IS 875:1987(part 3) and mentions all required drawing to be used for construction 

                      [Note: building height is less than 10m so no need consider of wind load comming on building]

* following drawing required to be provided to the site for construction.

- Centre line drawing

- Footing & column layout with R/F details

- Column schedule with R/F details

- Plinth beam layout with R/Fdetails

- First floor beam layout with R/F details

- First Floor Slab layout with R/F

- Lift pit and Headroom R/F details 

* following are the assumed values for the mrmbers 

 1) column = 0.3 X 0.3

 2) beams = 0.3 X 0.4(depth of beam) 

 3) height of wall = 3m

 4) depth of slab 100mm

* Loads calculation from the members 

   1) self wt of column = 0.3 X 0.3 X 3 X 25 = 6.75 KN (for 1 column only for first floor) 

       so no of column on ground floor = 14

           no of column on first floor = 14

          no of column on terrace = 2

            total no column of same size = 32

         total dead load of column = 32 X 6.75 = 216 KN

   2) Self wt of beam = 0.3 X 0.4 X 25 = 3 KN/m length of beam 

       a) length of beam for first floor 

           external beam length = 14.2+9.9+14.2+9.9 = 48.2m

           internal beam length = 9.9+9.9+9.9+14.2 = 43.9m

       b)  length of beam for second floor

           external beam length = 14.2+9.9+14.2+9.9 = 48.2m

           internal beam length = 9.9+9.9+9.9+14.2 = 43.9m

        c) length of beam for slab = ( head room beams ) = 3+2+3+2 = 10m

          * total length of beam = 48.2+43.9+48.2+43.9+10 = 194.2m

           so, total self wt of beam = 194.2 X 3 = 582.6 KN

   3) load on slab 

      size of slab = 14.2 X 9.9 - ( 3 X 2) area of head room = 134.58 m^2

      so self wt of slab = 134.58 X 25 X 0.1 = 336.45 KN

      live load of slab...................(take 1.5kN/M^2) for roof access is provided

      so live load on slab= 134.58 X 1.5 = 201.87 KN

   4) dead load of walls ( take masonary wall so unit wt of wall = 20KN/m^3 )

       size of wall = 0.3 X 3 X 25 = 22.5 KN/m length of the wall 

       wall below the all beams so

       total length of beam = total length of wall = 194.2m

       total self wt of wall = 22.5 X 194.2 = 4369.5 KN

   5) self wt of first floor ( by considering open terrace also ) 

       size of first floor= 13 X 9 X 0.1 = 11.7 m^2 

       dead load of first floor = 11.7 X 25 = 292.5 KN

       live load on first floor = 2KN/M^2

       so total live load = 2X171= 342 KN  

  6) Dead load of head room

      size of head room= 3X2m = 6m^2

      dead load oh head room = 6 X 0.1 X 25 = 15 KN

* Result

      Dead load 

       1) Columns  =  216 KN

       2) Beams     = 582.6 KN

       3) Slab        = 336.45 KN

       4) walls       = 4369.5 KN

       5) Floor      = 292.5 KN

       6) head room = 23.4 KN 

     Live load 

       1) slab = 201.87 KN

       2) first floor = 342 KN