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

1.Aim:

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

Procedure:

• Open EXCEL to do the calculation.
• Enter the value as shown below.
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• Applying finishes:
• Go to G.L and select the dead load from the drop down below and select load -> Area load
• Give the value and loading as shown below.
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• Go to F.F and follow the same procedure.
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• Go to R.L and give the loading.
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• Applying member load:
• Go to G.L and select load -> Full UDL
• Enter the value of load in the property window and click the member as shown below.
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• Go to G.L and select load -> Full UDL
• Enter the value of load in the property window and click the member as shown below.
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• Go to R.L and give the loading.
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• Create cantilever beam:
• Go to FF and select concrete beam
• Draw a beam -> double to get property-> releases -> select beam end as cantilever.
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• Copy the corner beams and connect the beams as shown below.
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• Create slab by slab on beam icon and click inside the beam area
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• Apply dead load as mentioned earlier.
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• Go to F.F, load -> line load
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Results:

Hence the dead load is applied

2.Aim:

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

Procedure:

• Refer IS 875 Part -2, Table- 1 for Live load

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• For roof,
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• Open EXCEL and enter the values.
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• Go to G.F and select load-> area load and give loading as per the calculation
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• Go to F.F and select load-> area load and give loading as per the calculation
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• On roof
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• Results:
• Hence the live load is applied on every level
• 

3.Aim:

To generate manual wind loading in the design report based IS code as per the following input

• Basic wind speed = 50m/s
• Terrain category 2

Procedure:

• Open Excel sheet for calculation and open TSD file which created early to check dimension of the building.
• Refer code IS 875 Part-3 2015 for,
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• For K_1,
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• K₂ factor is,
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• For k_3,
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• For k_4,
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• Internal pressure coefficient- 7.3.2.2
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• For external co-efficient, Refer Table 5
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• With the above reference, Enter the value in excel for calculation.
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• Roof:
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• Result:
• Hence, the calculation is done by referring IS 875-2015 Part-3.

4.Aim:

To apply the loadings on the model by the above calculation.

Procedure:

• Creating load case:
• Go to load -> Load cases-> add
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• Validate the model:
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• Creating frames:
• Go to model -> Frames
• Select grids
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• Creating wind panel:
• Go to FRM A 2D -> model -> wall panel -> pick corners of the columns
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• Similar create it on all 4 sides
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• Applying wind load: Wind +X +Cpi
• Select the load case -> load -> area load and enter the loading on the property window by referring the wind load calculation and select the wall panel on wind ward side
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• Follow the same procedure on wee ward side
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• Follow the same procedure on face C
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• Follow the same procedure on face D
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• On roof:
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• Follow the same procedure but change the load case to Wind +X -Cpi
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• On roof:
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• Similarly for Wind +Y +Cpi
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• On roof
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• Similarly for Wind +Y -Cpi
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• On roof:
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• Result:
• Hence the loads are applied as per the above calculation.
• Validate the model
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