To calculate the dead , live and wind load for RC residential structure and to apply them using TSD

Aim :

1) Finishes of 50mm ,slab thick asper design , brick wall & roof including apply dead load to this building

2) Design report base the live load IS code book & apply to the model

3) Wind load calculate the manual report following to the input

# Basic wind speed = 50m/s

# Terrain category 2

Procedure:

i have get the IS code book 875 part1 wind load , live , dead load & imposed load calculate it .

slab finishing load 50mm 0.05m* 24kn/m^3= 1.2kn/m^2 apply to the load in this building ,live load i have this code and calculated . brick load value 13.80kn/m & 9.80kn/ m variation of the wall

floor height * unit weight * wall thick this is the dead load calculated formula

Roof load apply tpo this value 1.5kn/m& store room ,stair case 3kn /m , apply to this load in this building

+ y +cpi

+y - cpi

+x + cpi

+ x - cpi

-y + cpi

- y - cpi

- x + cpi

- x - cpi this all value apply to the wind force Pz= 0.6* Vz

Vz = Vb*k1*k2*k3*k4 KN / m^2

k1,k2,k3,k4 all value i have take IS 875 code book part 3 table 1 ,

Vb is the wind base speed 50 m/s

Result

i have added to the dead load , self weight , live load calculation & wind load all applying below attached