To calculate the dead , live and wind load for RC residential structure and to apply them using TSD
- Calculate dead load in design report based on IS code and apply dead load on the model
- Finishes of 50mm
- Slab thickness as per the design
- Brick wall load
- Roofing load
DEAD LOAD CAALCULATION
A FINISHES
THICKNESS OF FINISHES = 50mm =0.05 M
UNIT WT OF FINISES =20 KN/M3
DEAD LOAD = 0.05*20= 1 KN/M2
B SLAB THICKNESS = 150mm =0.15M
UNIT WT OF SLAB =
DEAD LOAD =0.15*24 =3.6 KN/M2
C BRICKWALL LOAD
THICKNESS OF WALL = 225 MM= 0.225 M
FOOR EIGHT = 3 M
DENSITY OF BRICK = 18KN/M3
DEAD LOAD = 0.225*3*18 = 12.15 KN/M
D. ROOFIG LOAD
DEAD LOAD ON TE ROOF = 3.6 KN/M2
- Calculate live load in design report based on IS code and apply dead load on the model
CALCUATION OF LIVE LOAD AS PER IS 875 PART 2
BED ROOM = 2KN/M2
KITCHEN AND TOILET = 2KN/M2
STAIR CASE = 3 KN/M2
LOBBY AND CORRIDOR = 3 KN/M2
STORE ROOM = 5 KN/M2
CONFERENCE ROOM= 3 KN/M2
OFICE ROOM= 2.5 KN/M2
3 Generate manual wind loading in the design report based IS code as per the following input
- Basic wind speed = 50m/s
- Terrain category 2
Vb = 50m/s
DESIGN WIND SPEED Vz = Vb *k1*k2*k3*k4
k1= 1.0 table 1
k2= 1.0
k3= 1.0
k4 =1.0
Vz= 50*1.0*1.0*1.0*1.0 = 50m/s
desig wind pressure = Pd= 0.6*Vz*Vz=
= 0.6*50*50 = 1.5 kn/m2
DEAD LOAD AND LIVE LOAD .
h/w = 9.5/10.7 = 0.8
l/w = 19.225/10.7 =1.79
from table
FOR ANGLE 0
wind pressure for wall A +CPI -CPI
EXTERNAL PRESSURE COEFF +0.7 +0.7
INTERNAL PRESSURE COEFF +0.5 -0.5
NET PRESSURE COFF = 0.2 1.2
WIND FORCE 0.2*1.5 1.2*1.5
0.3 1.8
WIND FORCE FOR WALL B +CPI -CPI
EXTERNAL PRESSURE COEFF -0.3 -0.3
INTERNAL PRESSURE COEFF +0.5 -0.5
NET PRESSURE COFF = -0.8 0.2
WIND FORCE -0.8*1.5 0.2*1.5
-1.2 0.3
WIND FORCE FOR WALL C & D +CPI -CPI
EXTERNAL PRESSURE COEFF -0.7 -0.7
INTERNAL PRESSURE COEFF +0.5 -0.5
NET PRESSURE COFF = -1.2 - 0.2
WIND FORCE -1.2*1.5 - 0.2*1.5
-1.8 -0.3
FOR ANGLE 90
WIND FORCE FOR WALL A & B +CPI -CPI
EXTERNAL PRESSURE COEFF -0.5 -0.5
INTERNAL PRESSURE COEFF +0.5 -0.5
NET PRESSURE COFF = -1.0 0
WIND FORCE -1.0*1.5 0
-1.5
WIND FORCE FOR WALL C +CPI -CPI
EXTERNAL PRESSURE COEFF +0.7 +0.7
INTERNAL PRESSURE COEFF +0.5 -0.5
NET PRESSURE COFF = 0.2 1.2
WIND FORCE 0.2*1.5 1.2*15
0.3 1.8
WIND FORCE FOR WALL D +CPI -CPI
EXTERNAL PRESSURE COEFF -0.1 -0.1
INTERNAL PRESSURE COEFF +0.5 -0.5
NET PRESSURE COFF = -0.6 0.4
WIND FORCE - 0.6*1.5 0.4*1.5
-0.9 0.6
