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

 

 

 this is a G+1 residential plan according to Vasthu shastra.

adopt some guideline when we draw a plan according to vaastu shastra .

 

1. Living room --facing must be north and north west direction.

--   drawn in this type face is north 

--Entrance main door face should  be north .

 

2.Prayer room --

 

--north or north east is good . 

-- facing is east when we will meditate or prayer .

-- light yellow ,green ,white or beige  colour are option. 

 

 

3. Kitchen --

-South -east direction is very good position for kitchen . 

-in here water sink is keep away of gas 

--fridge is placed in south west corner of kitchen .

 

4.mastwr bedroom --

it is position in our home is south -west and south and west south west  direction in our home . 

if we provided our  master bedroom in SW than this is good for health and prosperity .

Avoid placing mirror or TV. in front of bed .

 

5.Guest bed room --

-  North west is best direction for guest room.

 

6. Study room-

-place study table in north and east or north -east or west direction.

-table should be squre and reactangular shape .

-7. Toilets--

-- west - North -West  direction is best and also south-west -south direction.

 

8. Staircase --South west is best.

9.center of house should be empty  as it is considered  most powerful and holiest place. 

 

this is a first floor same as a ground floor [according to vaastu shastra G+1 plan ]

 

 

 

 

 

B.] name of structural drawing requried to site for construction .---

 

1. center line drawing .

2.footing and column lay out  with reinforcement details .

3.column schedule with reinforcement .

4.plinth beam layout with reinforcement details .

5.first floor beam layout with reinforcement details .

6.frist floor slab layout with reinforcement details.

7.lift pit and head room reinforcement details .

 

c  .  Calculation of individual loads ----

 

 -wall thickness is taken = 230 mm

-floor to floor height = 3 m. 

-individual load is acting on a member  is dead load of member .

- it is self weight or permament load acting on a structure  thourgh out the life  span .

 

Dead load is calculate IS 875 part 1

 

- DEAD LOAD = QUANTITY OF EACH MATERIAL  WITH THE UNIT WEIGHT OF THIS MATERIAL .

 

1. COLUMN -  assume size of column= 230 mm x 230mm 

                        and height is  = 6m.

  total volume of concerete   =0.23 *.23 * 6  =0.3174 m^3

 

 Dead load of column  =volume of concerete  x unit weight of RCC

                               =0.3174 * 25  =7. 935 kN 

 

 

2. Beam ---   

   Assuming size of beam = 230mm x450 mm

     unit weight of concerete  = 25 KN/M^3

   dead load of beam =  [.23 m x .45 m] x 25 

                              =2.587 KN/M

 

------LINTEL BEAM    assuming size = 230 mm x 150 mm 

  DEAD LOAD = .230 m  x  .150 m x 25 KN/M^3 

 

                        =0.8625 kN/m 

 

 

 

3 . Slab ---

- assuming slab thickness = 125 mm 

  Dead load of slab = 0.125 * 25 = 3.125 kN/m^2

 

 

4.WAll -- assume height is 3 m   ,for 1 sorey   , and thickness is  230 mm.

                       unit weight of brick = 20 KN/M^3 

 

 

                    dead load of wall = 3m *.230 m* 20 kn/m^3 

                                              =13 .8 kn/m

 

 

 

-----Parapet wall = assume height 750mm ,and thickness is  230mm 

  so   dead load of parapet wall = 0.75 x0.23 x 20 = 3.45 kn/m

 

 

5. STair case -  

assume  thread = 300mm ,  riser =150mm  , and Waist slab thickness =150mm 

unit weight of concerete = 25 kn/m^3 

-- waist slab act as a one way slab 

-- Dead load of waist slab = 0.15 *25* `[riser^2+tread^2]^(1/2)`/ tread 

                               =       0.15 x 25 x [0.15 ^2  +0.3^2 ]^ (1/2) /0.3 

                                  

                            =4.185 Kn/m^@

 

 

---Dead load of steps = 1/2 *riser thickness *unit weight of concerete 

                           =1/2 * 0.15 *25 

                         =1.875 kN/m^2

 

 

---Dead load of landing slab   ,  assuming thickness = 125 mm .

                                            unit weight of concerete  =25 kn/m^3

                         so dead load of landing slab = 0.125 * 25 = 3.125 kN/m^2

 

 

RESULT -- FIND INDIVIDUAL LOAD FOR CORRESPONDING MEMBERS -- 

1. column = 7.94 kn

2.a beam =2.587 kN/m

   b. lintel beam =0.8625 kN /m 

3 . Slab - 3.125 kN/m^2

4. a wall =13 .8 kn/m

   b. parapet wall =3.45 kn /m

5. staircase --a. waist slab =4.185 kn/m^2

                 b. steps       =1.875 kn/m^2 

                 c.Landing slab = 3.125 kn/m^2