To calculate dead and live load for industrial steel structures and to apply them using TSD

Ans 1:-

Aim:- To calculate the loads

1	Dead load calcultion
	Self weight of slab
	Finishes	50	mm
	unit weight of concrete	24	kN/m^3
		1.2	kN/m^2
2	brickwall load	.=thickness*unitweight*length
	Thickness of brick wall	0.15	m
	unit weight of brick wall	20	kN/m^3
	length of the brick wall	6.8	m
3	brick load	.=0.15*20*6.8
		20.4	kN/m
4	Brick load(intermediate floor to roof)
	brick wall load	.=0.15*20*4.8
		14.4	kN/m
5	Roof load	1.5	kN/m
6	Celing load	0.3	kN/m^2

1. After doing the above calculations open the Tekla software and go and go to loads

After that click on load combination and then click on the generate in the lower right corner

1. In the next step we have to add the loads on the slab so for that go to windows and click on property windows(add to quick access toolbar)
2. Next select the load and add select the dead at lower left corner then in the property window add the 1.2kN/m^2 dead load. Type of the load as area load
3. Next we have to apply the brick wall load on the different floor levels
4. To apply the brick wall load go to load select UDL and enter the value 15.2kN/m for ground floor and select all the beams, loads will be appliedAns 2
5. Aim:- To calculate the live load and apply it on model

   Live loads for the industrial building

   1. Stair case=5kN/m^2
   2. Workshop=5 kN/m^2
   3. Office=3kN/m^2
   4. Corridor=5kN/m^@
   5. Meeting room=5kN/m^2
   6. Store room=5kN/m^2
   7. Toilet=2 kN/m^2
   8. Canteen=3 kN/m^2
   9. Equipment=5kN/m^2

   These all live loads are from IS 875 part2 they will be applied on the floors apply the loads on all the floors

   10. Refer to the plan and as per plan add the live loads on the floors bty editing in the property window

       Ans 3:-

       AIM:-to generate the a calculation for 5T crane

       Solution:

       Crane capacity =50kN

       Weight of trolley=10kN

       Centre to centre distance of wheel=10 m

       Wheel base=2 m

       Number of wheels =4

       Maximum point of load on crane=crane capacity+weight of trolley

       =50+10=60kN

       Self weight of crane =40KN

       Udl= self weight of crane/ distance between gantry rails=40/14=2.89kN