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

Q1

 Aim to calculate the dead load in a design report based on IAS code and to applied load on the model

solution
 1.Self weight =finish *unit weight of concrete
2.service load=0.3KN/m
3. Brick wall load (ground floor to first floor)= thickness* unit weight of concrete* height=0.155*20*3.6=11.16KN/m3

4. Brick wall load ( first floor TO roof)= thickness* unit weight of concrete* height=0.155*20*3.6=11.16KN/m3
5.From IS 875 -3 ,roof load=1.5KN/m
6.Now let's apply self weight of 1.25 KN/m to slab of ground, first floor and roof

7.After applying the dead loads apply the brick wall loads to all the beam of different floors

Q2

•  Roof= 1.5 KN/m
• meeting room= 2 KN/m
• toilet=2 KN/m
• office room=2.5 KN/m
• maintenance room=2.5 KN/m
• pantry=5 KN/m
• staircase=5 KN/m

 Now we have to apply this live loads to the slabs
apply a service load of 0.3 KN/m2 to the slab after applying the live load

now apply the dead load of 1.25 KN/m on the staircase slab and live load of 5 KN/m2 and service load of 0.3 KN/m2 on the staircase lab

Q3

 Aim -to generate manual wind loading in the design report based IS code as per given in the question
 

Solution

• Vb=50m/s
• Terrain category 2
• From table 2 of IS 875-3,k1=1
• From table 2 of IS 875-3,k2=1.05
• K3=1
• Since it's residential building from k4 = 1

• Vz=Vb* k1 * k2 * k3 * k4 =50*1*1.05*1*1=52.5m/s
• Pz=0.6Vz^2=0.6*52.5^2=1.635KN/m
•       

•  along face A

 

    along face B

    along face C

 

    along face D

    along face EF

    along face GH

Q4

Now we have to apply the calculated loads to the model