Challenge

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

AIM: Calculate dead load in design report based on IS code and apply dead load on the model

PROCEDURE:

Dead load calculations of the the structure as per the structures is given below
Dead load =1.2KN/m^2
Finishes= 0.05*24KN/m3=1.2KN/m2
Brick wall for ground floor= 0.15m*5.2m*20KN/m3=15.6KN/m
Brick wall for Intermediate floor=0.15*6.8*20=20.4KN/m
Brick wall for top floor=0.15*4.8*20=14.4KN/m
Ceiling load =0.3KN/m
Roof load=1.5KN/m

Procedure to make the load on the structure

Open tekla structural
open the file we were working on the previous week.
First we apply the wall panels and roof panels to the structure.
Go to model tab->wall panels ->draw the walls on the structure(consider to provide walls between each columns)
Similarly provide the roof panel and slabs for the structure
After applying all slabs and panels on the structure
Now we have to add different load cases
Go to load panel->Load Cases->a new tab opens
There will be some default load cases ->Add new and add wind and seismic load case.
After adding the load cases we add some load combinations
Go to load combination->combinations tab opens->click on generate and get the default combinations
Now after giving the combination we apply the loads on the structure
On the left bottom->select the drop panel and select the Dead load (it access the Dead load to assign on the structure)
Now go to the levels->Ground floor
Go to Load panel->select Area load>From the properties browser enter the value of DL(1.2)+finishes (1.2)
after applying Dead load on the slabs of the structure
After giving full load on the roof and ceiling
For Dead load of the brick walls->Go to laod panel->Full UDL
enter the brickwall load of the ground floor and apply the loads
for the inner walls use the Line load and input the values

AIM:Calculate live load in design report based on IS code and apply live load on the model

PROCEDURE:

To get the values of live loads for different room we refer to IS 875 part2
Workshop=5KN/m2
Staircase=5KN/m2
Corridor=5KN/m2
Meeting room=5KN/m2
Store room=5KN/m2
Toilet=2KN/m2
Canteen=3KN/m2
Office room=3KN/m2
Conference room=5KN/m2
Equipment room=10KN/m2
Rest room=2KN/m2
Administration Room=5KN/m2
To apply the Imposed load on the structure
Go to the ground floor from the level panel
From the down left corner ,select the imposed load so that the load applied will be Imposed load
Now go to the load panel->area load->Input the live load of different room and select the room to apply that load
after applying the Imposed load the resultent view of the structure

AIM:Generate a calculation for 5T crane loading based on following inputs

PROCEDURE:

Given data:

IMPACT LOAD:

Ship work like this
in your own course.