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

The list of structure drawing tha is mandatory to be provided to the site for constuction as fllowing

1. center line drawing
2. footing and colun layout with reinforcement detailing
3. column schedule with layout
4. plinth beam layout with reinforcement detailing
5. ground floor slablayout with reinforcement detailing
6. first floor slablayout with reinforcement detailing
7. Roof slab layout with reinforcement detailing
8. Staircase drawing with reinforcement detailing

Let us assume the fllowing

1. column are 300*300mm

2. beams are 300*450mm

3. slab thickness 125mm

4. the height of the wall 4.5m

A)calculation of dead load

1)For all beams =300*450mm

beam size=0.30*0.45

unit weight of concrete =25KN/m3

D.L=0.3*0.45*25=3.375KN/m

2)For all columns=300*300mm

size of column=0.3*0.3*4.5

unit weight of concrete =25KN/m3

D.L=0.3*0.3*4.5*25=10.125KN

3) slab

slab thickness=125m

unit weight of concrete =25KN/m3

D.L of slab=0.125*25*1*1=3.125KN/m2

B) calculation of live load

As perv IS 875 (part2) for live load calculation of building according to the given plan

1) Ground floor: for all rooms

as per code ,udl = 2.0 KN/m2

area = 98m2

L.L= 98*2=196KN

2)Ground floor : for stair case and corridoor

udl=3.0KN/m2

area= 22m2

L.L= 22*3=66KN

3)First floor: for all rooms excluding store room

udl=2.0KN/m2

area= 92m2

L.L=92*2=184KN

4)First floor: for store room amd stair case

udl=3.0KN/m2

area=28m2

L.L=28*3=84KN

Result:

The abou G+1 residental plan according to vastushastra and the required list of structural drawing that need to sent to the construction site are listed

the load calculation is done as oer is code based on assumptions