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

1 ans: Aim: To Calculate dead load in design report based on IS code and apply dead load on the model Procedure: Load calculations: Dead Load= $1.2 \frac{k n}{m^{2}}$ $1.2(kn)/(m^2)$ Finishes=500mmx24 $\frac{k n}{m^{3}}$ $(kn)/(m^3)$ = $1.2 \frac{k n}{m^{2}}$ $1.2(kn)/(m^2)$ Brick wall load =0.15x20x5.2=15.6 $\frac{k n}{m^{2}}$ $(kn)/(m^2)$ (Ground to intermediate floor) Brick wall load =0.15x20x6.8=20.5 $\frac{k n}{m^{2}}$ $(kn)/(m^2)$ (intermediate…

Sai Bhavan Goud Udthawar
updated on 24 Nov 2021

1 ans:

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

Procedure:

Load calculations:

Dead Load= $1.2 \frac{k n}{m^{2}}$ $1.2(kn)/(m^2)$
Finishes=500mmx24 $\frac{k n}{m^{3}}$ $(kn)/(m^3)$ = $1.2 \frac{k n}{m^{2}}$ $1.2(kn)/(m^2)$
Brick wall load =0.15x20x5.2=15.6 $\frac{k n}{m^{2}}$ $(kn)/(m^2)$ (Ground to intermediate floor)
Brick wall load =0.15x20x6.8=20.5 $\frac{k n}{m^{2}}$ $(kn)/(m^2)$ (intermediate floor to Roof )
Brick wall load =0.15x20x4.8=14.5 $\frac{k n}{m^{2}}$ $(kn)/(m^2)$ (Roof to top floor)
Roof load = $1.5 \frac{k n}{m}$ $1.5(kn)/(m)$
ceiling load= $0.3 \frac{k n}{m}$ $0.3(kn)/(m)$

Now open Tekla structural designer software

Open the week 3 file where we have created a steel structure

Now we have week 3 file below

Now go-to model tab and select slabs on beams option as shown

Now add slabs to each floor as shown

Now go to the load tab and select load cases

Now we get a window named as loading as shown

Now add required loads in this window

Now Goto load tab and select combinations

Now we get a window named as loading as shown

Now click on combinations and add required combinations as shown below

Now select the level where we want to apply the loads
Now select the loads as required at the bottom left corner

Now go to the load tab and select the Area to apply load on the slab

Now we can see the Area load applied on the slab

Now select the level where we want to apply the loads
Now select the loads as required at the bottom left corner

Now go to the load tab and select the UDL to apply load on the brick wall

Now we can see the UDL applied on the brick wall

Finally, apply loads on the Roof

Result:

Calculation of dead load in design report based on IS code and application of dead load on the model is done.

2 ans:

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

Procedure:

Based on the IS 875 the live loads are applied, as follows.

Workshop = 5 $\frac{k n}{m^{2}}$ $(kn)/m^2$
Staircase =5 $\frac{k n}{m^{2}}$ $(kn)/m^2$
Corridor = 5 $\frac{k n}{m^{2}}$ $(kn)/m^2$
Meeting Room = 5 $\frac{k n}{m^{2}}$ $(kn)/m^2$
Store Room =5 $\frac{k n}{m^{2}}$ $(kn)/m^2$
Toilet = 2 $\frac{k n}{m^{2}}$ $(kn)/m^2$
Canteen = 3 $\frac{k n}{m^{2}}$ $(kn)/m^2$
Office Room = 3 $\frac{k n}{m^{2}}$ $(kn)/m^2$
Conference Room = 5 $\frac{k n}{m^{2}}$ $(kn)/m^2$
Equipment Room = 10 $\frac{k n}{m^{2}}$ $(kn)/m^2$
Rest Room = 2 $\frac{k n}{m^{2}}$ $(kn)/m^2$
Administration Room = 5 $\frac{k n}{m^{2}}$ $(kn)/m^2$

The Live loads are applied for all the floors, as shown below.

Now select the level where we want to apply the loads
Now select the loads as required at the bottom left corner

Now go to the load tab and select the Area to apply load on the slab

Now we can see the Area load applied on the slab

Result:

Calculation of live load in design report based on IS code and application of live load on the model is done.

3 ans:

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

Procedure:

Given Data:

Centre to Centre of wheel = 10m
Weight of crab = 40 KN
Number of wheels = 4
Wheelbase = 2m
Crane Capacity=50 KN
weight of trolley = 10kN
hook approach = 1m

Maximum point load on Crane=Crane capacity + weight of the trolley

=50+10

=60KN

UDL= $\frac{s e l f - w e i g h t o f c r a n e}{d i s tan c e b e t w e e n g r a n t y r a i l s}$ $(self-weight of cran e)/(distance between granty rails)$