To calculate wind load for industrial steel structures and to apply it by using TSD

To calculate wind load for industrial steel structures and to apply it by using TSD

 

Aim: To calculate wind load for industrial steel structures and to apply it by using TSD

Introduction:

• Lateral Load Calculation and Application
• Validation of model after the loading Application
• Her first we will calculate the wind load manually
• And create the model to apply the load
• In the TEKLA Structural Designer we have a Option of calculating the wind load inside the software using the WIN WiIZARD 
• But here generaly our live projects we calculate the wind loand manualy and then applied on the Software

To creat the Wind and roof panel

• Open TEKLA Structureal Designed to software form my disktop
• Go to file menu to open the previous Challenge-4 Poject 
• Now we wil Creat the Wind shield and Roof Sheild by using Wall and roof panel
• Go to Model , Under the model tab ther is option called Wall panel 
• Selct Wall panel, then Pick the Point 1,  Point 1,  Point 2,  Point 3,  Point 4 Escape 
• Similarly all the wind sheild are created 

 

Q:1 

Aim:  To Generate manual wind loading in the design report based IS code as per the following input

• Basic wind speed = 39m/s
• Terrain category 2

Procedure:

•  Now To Calculate the wind load As per IS: 875 P3-2005
• Open the Excel Document File For Calculating the Wind load Calculation 
• Initialy we wil Give the  Basic Parmeters value of :
  1. Basic Wind speed Vb 
  2. Probable design life of structure
  3. Terrain category
  4. Ratio for wall & roof co-efficient value
  5. Topography factor and etc...
• The Follwoing Calculation Are calculated by using IS: 875 P3-2005 Excel Document Fil

 

I. Wind Load Calculation:

        

 

II. Tekla Co-ordinates and External Wall Roof Co-eficient :

 

III. Roof Co-eficient :

 

IV. Wall Loading Calculation : Y direction

 Similarly All wind load area calculated in the X-direction as the same procedure follwoed above 

 V. Roof Loading Calculation :

Wind load along Y- dorection (Roof EF and GH)

 

Vi. Roof Loading Calculation : 

Wind load along X- dorection (Roof EG and FH)

 

 

Result:  The Wind load Manual calculation are calculated used Above the procedure  by uisng Excel Docement File

 

     ******************************************************************************************* 

 

Q:2 

Aim:  To Based on the above calculation apply the loadings on the model

Procedure:

Step-1

• Now After Calculated of Wind load calculation To be apply the loading on the Model 
• Take Previous Challenge File in TEKLA Software 
• Now we have to creat the Loadcase
• Select Loadcase Option are located in under the Load Tab
• Add add the Loadcases 
• Type Wind +Y +Cpi 
• Types of Load case as Wind
• Again Type Wind +Y -Cpi 
• Types of Load case as Wind
• Again Type Wind +X +Cpi 
• Types of Load case as Wind
• Again Type Wind +X -Cpi 
• Types of Load case as Wind
• Similarly all the Load case are created as given below :
• 
• Press Ok
• Now we have to start applyin the Load case

Step-2

• First we will to select the wind loasd case from bottom 
• Then We will Input the value to apply the loadcase On Different Face 
• The +X direction Grid G is: Face-A
• The Grid C is:  Face-B
• The +Y Grid 1 is: Face-C
• The Grid C is: Face-D
• Next to go to Excel File
• And then chek the wind load value to apply on  the model

 

To Wall Load:

i. Load case: +Y +Cpi

Face: A

• The Height Structure is Upto 12m
• load To be Apply on wall: 0.270 kN/m2
• Then Select the Which frame are we to be aplly 
• Select the Frame G as Face A
• And seled Load case +Y +Cpi
• Go to Load Tab Select Area Loading
• The direction should be +y so its is acting towards the Building
• To chang Loding properties
• Load Type : Area Loading
• Direction   : Global Y
• Measuring : Along Element
• Load         : 0.270 kN/m2
• Then Aplly for each panel 

 

Face: B

• Then chek the wind load value to apply on  the model
• The Height Structure is Upto 12m
• load To be Apply on wall: -1.000 kN/m2
• Then Select the Which frame are we to be aplly 
• Select the Frame G as Face B
• And seled Load case +Y +Cpi
• Go to Load Tab Select Area Loading
• The Load value is -Y so its is acting Away from the Building
• To chang Loding properties
• Load Type : Area Loading
• Direction   : Global Y
• Measuring : Along Element
• Load         : -1.000 kN/m2
• Then Aplly for each panel 
• 3D view :
• 

To Validate teh Model:

    

• No Error Hence ok

 

Face: C

• Then chek the wind load value to apply on  the model
• The Height Structure is Upto 12m
• load To be Apply on wall: -1.464 kN/m2
• Then Select the Which frame are we to be aplly 
• Select the Frame 1 as Face C
• And seled Load case +Y +Cpi
• Go to Load Tab Select Area Loading
• The Load value is -X so its is acting Away from the Building
• To chang Loding properties
• Load Type : Area Loading
• Direction   : Global X
• Measuring : Along Element
• Load         : -1.464 kN/m2
• Then Aplly for each panel 
• 3D view :
• 

To Validate teh Model:

    

• No Error Hence ok

 

Face: D

• Then chek the wind load value to apply on  the model
• The Height Structure is Upto 12m
• load To be Apply on wall: -1.464 kN/m2
• Then Select the Which frame are we to be aplly 
• Select the Frame 4 as Face D
• And seled Load case +Y +Cpi
• Go to Load Tab Select Area Loading
• The Load value is -X so its is acting Away from the Building
• So Load value is putin in +X direction
• To chang Loding properties
• Load Type : Area Loading
• Direction   : Global X
• Measuring : Along Element
• Load         : 1.464 kN/m2
• Then Aplly for each panel 
• 3D view :
• 

To Validate teh Model:

    

• No Error Hence ok

 

 ii. Load case: +Y -Cpi

Face: A

• Then chek the wind load value to apply on  the model
• The Height Structure is Upto 12m
• load To be Apply on wall: -0.340 kN/m2
• Then Select the Which frame are we to be aplly 
• Select the Frame C as Face A
• And seled Load case +Y -Cpi
• Go to Load Tab Select Area Loading
• The direction should be +y so its is acting towards the Building
• To chang Loding properties
• Load Type : Area Loading
• Direction   : Global Y
• Measuring : Along Element
• Load         : -0.340 kN/m2
• Then Aplly for each panel 
• 3D view :
• 

To Validate teh Model:

    

• No Error Hence ok

 

 Face: B

• Then chek the wind load value to apply on  the model
• The Height Structure is Upto 12m
• load To be Apply on wall: 1.600 kN/m2
• Then Select the Which frame are we to be aplly 
• Select the Frame G as Face B
• And seled Load case +Y -Cpi
• Go to Load Tab Select Area Loading
• The direction should be +y so its is acting towards the Building
• To chang Loding properties
• Load Type : Area Loading
• Direction   : Global Y
• Measuring : Along Element
• Load         : 1.600 kN/m2
• Then Aplly for each panel 
• 3D view :
• 

To Validate teh Model:

    

• No Error Hence ok

 

 Face: C

• Then chek the wind load value to apply on  the model
• The Height Structure is Upto 12m
• load To be Apply on wall: -0.140 kN/m2
• Then Select the Which frame are we to be aplly 
• Select the Frame 1 as Face C
• And seled Load case +Y -Cpi
• Go to Load Tab Select Area Loading
• The Load value is -X so its is acting Away from the Building
• To chang Loding properties
• Load Type : Area Loading
• Direction   : Global X
• Measuring : Along Element
• Load         : -0.140 kN/m2
• Then Aplly for each panel 
• 3D view :
• 

To Validate teh Model:

    

• No Error Hence ok

 

Face: D

• Then chek the wind load value to apply on  the model
• The Height Structure is Upto 12m
• load To be Apply on wall: 0.140 kN/m2
• Then Select the Which frame are we to be aplly 
• Select the Frame 4 as Face D
• And seled Load case +Y -Cpi
• Go to Load Tab Select Area Loading
• The Load value is +X so its is acting Away from the Building
• So Load value is putin in +X direction
• To chang Loding properties
• Load Type : Area Loading
• Direction   : Global X
• Measuring : Along Element
• Load         : 0.140 kN/m2
• Then Aplly for each panel 
• 3D view :
• 

To Validate teh Model:

• No Error Hence ok

 

 iii. Load case: -Y +Cpi

Face: A

• Then chek the wind load value to apply on  the model
• The Height Structure is Upto 12m
• load To be Apply on wall: -1.000 kN/m2
• Then Select the Which frame are we to be aplly 
• Select the Frame C as Face A
• And seled Load case -Y +Cpi
• Go to Load Tab Select Area Loading
• The direction should be -y so its is acting towards the Building
• To chang Loding properties
• Load Type : Area Loading
• Direction   : Global Y
• Measuring : Along Element
• Load         : -1.000 kN/m2
• Then Aplly for each panel 
• 3D view:
• 

To Validate teh Model:

• No Error Hence ok

*(Here Snipped picture is not support, thats why i' didn't shown the result of the Face A -Y+Cpi ,3D figure)*

 

 Face: B

• Then chek the wind load value to apply on  the model
• The Height Structure is Upto 12m
• load To be Apply on wall: -1.000 kN/m2
• Then Select the Which frame are we to be aplly 
• Select the Frame G as Face B
• And seled Load case -Y +Cpi
• Go to Load Tab Select Area Loading
• The Load value is -Y so its is acting Away from the Building
• To chang Loding properties
• Load Type : Area Loading
• Direction   : Global Y
• Measuring : Along Element
• Load         : -1.000 kN/m2
• Then Aplly for each panel 
• 3D view :
• 

To Validate teh Model:

    

• No Error Hence ok

 

 Face: C

• Then chek the wind load value to apply on  the model
• The Height Structure is Upto 12m
• load To be Apply on wall: -1.464 kN/m2
• Then Select the Which frame are we to be aplly 
• Select the Frame 1 as Face C
• And seled Load case -Y +Cpi
• Go to Load Tab Select Area Loading
• The Load value is -X so its is acting Away from the Building
• To chang Loding properties
• Load Type : Area Loading
• Direction   : Global X
• Measuring : Along Element
• Load         : -1.464 kN/m2
• Then Aplly for each panel 
• 3D view :
• 

To Validate teh Model:

    

• No Error Hence ok

 *(Here Snipped picture is not support, thats why i'm didn't shown the result of the Face C -Y+Cpi ,3D figure)*

 

Face: D

• Then chek the wind load value to apply on  the model
• The Height Structure is Upto 12m
• load To be Apply on wall: 1.464 kN/m2
• Then Select the Which frame are we to be aplly 
• Select the Frame 4 as Face D
• And seled Load case -Y +Cpi
• Go to Load Tab Select Area Loading
• The Load value is +X so its is acting Away from the Building
• So Load value is putin in +X direction
• To chang Loding properties
• Load Type : Area Loading
• Direction   : Global X
• Measuring : Along Element
• Load         : 1.464 kN/m2
• Then Aplly for each panel 
• 3D view :
• 

To Validate teh Model:

    

• No Error Hence ok

 

iv. Load case: -Y -Cpi

Face: A

• Then chek the wind load value to apply on  the model
• The Height Structure is Upto 12m
• load To be Apply on wall: -1.600 kN/m2
• Then Select the Which frame are we to be aplly 
• Select the Frame C as Face A
• And seled Load case -Y -Cpi
• Go to Load Tab Select Area Loading
• The direction should be -y so its is acting towards the Building
• To chang Loding properties
• Load Type : Area Loading
• Direction   : Global Y
• Measuring : Along Element
• Load         : -1.600 kN/m2
• Then Aplly for each panel 
• 3D view:
• 

To Validate teh Model:

• No Error Hence ok

 

Face: B

• Then chek the wind load value to apply on  the model
• The Height Structure is Upto 12m
• load To be Apply on wall: 0.333 kN/m2
• Then Select the Which frame are we to be aplly 
• Select the Frame C as Face A
• And seled Load case -Y -Cpi
• Go to Load Tab Select Area Loading
• The direction should be -y so its is acting towards the Building
• To chang Loding properties
• Load Type : Area Loading
• Direction   : Global Y
• Measuring : Along Element
• Load         : 0.333 kN/m2
• Then Aplly for each panel 
• 3D view:
• 

To Validate teh Model:

• No Error Hence ok

 

Face: C

• Then chek the wind load value to apply on  the model
• The Height Structure is Upto 12m
• load To be Apply on wall: -0.140 kN/m2
• Then Select the Which frame are we to be aplly 
• Select the Frame 1 as Face C
• And seled Load case -Y -Cpi
• Go to Load Tab Select Area Loading
• The Load value is -X so its is acting Away from the Building
• To chang Loding properties
• Load Type : Area Loading
• Direction   : Global X
• Measuring : Along Element
• Load         : -0.140 kN/m2
• Then Aplly for each panel 
• 3D view :
• 

To Validate teh Model:

    

• No Error Hence ok

 

Face: D

• Then chek the wind load value to apply on  the model
• The Height Structure is Upto 12m
• load To be Apply on wall: 0.140 kN/m2
• Then Select the Which frame are we to be aplly 
• Select the Frame 1 as Face C
• And seled Load case -Y -Cpi
• Go to Load Tab Select Area Loading
• The Load value is X so its is acting Away from the Building
• To chang Loding properties
• Load Type : Area Loading
• Direction   : Global X
• Measuring : Along Element
• Load         : 0.140 kN/m2
• Then Aplly for each panel 
• 3D view :
• 

To Validate teh Model:

    

• No Error Hence ok

 

Hence The Loadcase, Wind +Y +Cpi , Wind +Y -Cpi , Wind -Y +Cpi , Wind -Y -Cpi Are finished

Similarly The Wind +X +Cpi,  Wind +X Cpi,  Wind -X +Cpi,  Wind -X -Cpi, also Modeled..

 

To Roof Load:

• Similar Above the Wall loadcase to be aplly Roof load 
• Wind loading along Y direction

Wind Direction +Y

i. Load case: +Y +Cpi

Roof EF:

• The Height Structure is Upto 12m
• load To be Apply on Roof: -1.597  kN/m2
• Then Select the Which frame are we to be aplly 
• Select the Structure 3D view
• Go to Load Tab Select Area Loading
• To chang Loding properties
• Load Type : Area Loading
• Direction   : Global Y
• Measuring : Along Element
• Load         : -1.597  kN/m2
• Then Aplly for each panel

Roof GH:

• The Height Structure is Upto 12m
• load To be Apply on Roof: -1.331  kN/m2
• Then Select the Which frame are we to be aplly 
• Select the Structure 3D view
• Go to Load Tab Select Area Loading
• To chang Loding properties
• Load Type : Area Loading
• Direction   : Global Y
• Measuring : Along Element
• Load         : -1.331  kN/m2
• Then Aplly for each panel

ii. Load case: +Y -Cpi

Roof EF:

• The Height Structure is Upto 12m
• load To be Apply on Roof: -0.266  kN/m2
• Then Select the Which frame are we to be aplly 
• Select the Structure 3D view
• Go to Load Tab Select Area Loading
• To chang Loding properties
• Load Type : Area Loading
• Direction   : Global Y
• Measuring : Along Element
• Load         : -0.266  kN/m2
• Then Aplly for each panel

Roof GH:

• The Height Structure is Upto 12m
• load To be Apply on Roof: 0  kN/m2
• Then Select the Which frame are we to be aplly 
• Select the Structure 3D view
• Go to Load Tab Select Area Loading
• To chang Loding properties
• Load Type : Area Loading
• Direction   : Global Y
• Measuring : Along Element
• Load         : 0
• Then Aplly for each panel

iii. Load case: -Y +Cpi

Here Direction of face will change.

Roof EF:

• The Height Structure is Upto 12m
• load To be Apply on Roof: -1.597  kN/m2
• Then Select the Which frame are we to be aplly 
• Select the Structure 3D view
• Go to Load Tab Select Area Loading
• To chang Loding properties
• Load Type : Area Loading
• Direction   : Global Y
• Measuring : Along Element
• Load         :  -1.597  kN/m2
• Then Aplly for each panel

Roof GH:

• The Height Structure is Upto 12m
• load To be Apply on Roof: -1.331  kN/m2
• Then Select the Which frame are we to be aplly 
• Select the Structure 3D view
• Go to Load Tab Select Area Loading
• To chang Loding properties
• Load Type : Area Loading
• Direction   : Global Y
• Measuring : Along Element
• Load         : -1.331  kN/m2
• Then Aplly for each panel

iV. Load case: -Y -Cpi

Roof EF:

• The Height Structure is Upto 12m
• load To be Apply on Roof: -0.266  kN/m2
• Then Select the Which frame are we to be aplly 
• Select the Structure 3D view
• Go to Load Tab Select Area Loading
• To chang Loding properties
• Load Type : Area Loading
• Direction   : Global Y
• Measuring : Along Element
• Load         : -0.266  kN/m2
• Then Aplly for each panel

Roof GH:

• The Height Structure is Upto 12m
• load To be Apply on Roof: 0  kN/m2
• Then Select the Which frame are we to be aplly 
• Select the Structure 3D view
• Go to Load Tab Select Area Loading
• To chang Loding properties
• Load Type : Area Loading
• Direction   : Global Y
• Measuring : Along Element
• Load         : 0
• Then Aplly for each panel

 

To Validate the Model:

 

Wind Direction +X

• Similar Above the Wall loadcase to be aplly Roof load 
• Wind loading along Y direction

i. Load case: +X +Cpi

Roof EG:

• The Height Structure is Upto 12m
• load To be Apply on Roof: -1.730 kN/m2
• Then Select the Which frame are we to be aplly 
• Select the Structure 3D view
• Go to Load Tab Select Area Loading
• To chang Loding properties
• Load Type : Area Loading
• Direction   : Global X
• Measuring : Along Element
• Load         : -1.730  kN/m2
• Then Aplly for each panel

Roof FH:

• The Height Structure is Upto 12m
• load To be Apply on Roof: -1.464 kN/m2
• Then Select the Which frame are we to be aplly 
• Select the Structure 3D view
• Go to Load Tab Select Area Loading
• To chang Loding properties
• Load Type : Area Loading
• Direction   : Global X
• Measuring : Along Element
• Load         : -1.464  kN/m2
• Then Aplly for each panel

 

ii. Load case: +X -Cpi

Roof EG:

• The Height Structure is Upto 12m
• load To be Apply on Roof: -0.399 kN/m2
• Then Select the Which frame are we to be aplly 
• Select the Structure 3D view
• Go to Load Tab Select Area Loading
• To chang Loding properties
• Load Type : Area Loading
• Direction   : Global X
• Measuring : Along Element
• Load         : -0.399  kN/m2
• Then Aplly for each panel

Roof FH:

• The Height Structure is Upto 12m
• load To be Apply on Roof: -0.133kN/m2
• Then Select the Which frame are we to be aplly 
• Select the Structure 3D view
• Go to Load Tab Select Area Loading
• To chang Loding properties
• Load Type : Area Loading
• Direction   : Global X
• Measuring : Along Element
• Load         : -0.133  kN/m2
• Then Aplly for each panel

 

iii. Load case: -X +Cpi

Here Direction of Face will change, load will be changing

Roof EG:

• The Height Structure is Upto 12m
• load To be Apply on Roof: -1.464 kN/m2
• Then Select the Which frame are we to be aplly 
• Select the Structure 3D view
• Go to Load Tab Select Area Loading
• To chang Loding properties
• Load Type : Area Loading
• Direction   : Global X
• Measuring : Along Element
• Load         : -1.464  kN/m2
• Then Aplly for each panel

Roof FH:

• The Height Structure is Upto 12m
• load To be Apply on Roof: -1.730 kN/m2
• Then Select the Which frame are we to be aplly 
• Select the Structure 3D view
• Go to Load Tab Select Area Loading
• To chang Loding properties
• Load Type : Area Loading
• Direction   : Global X
• Measuring : Along Element
• Load         : -1.730  kN/m2
• Then Aplly for each panel

 

iv. Load case: -X -Cpi

Roof EG:

• The Height Structure is Upto 12m
• load To be Apply on Roof: -0.133 kN/m2
• Then Select the Which frame are we to be aplly 
• Select the Structure 3D view
• Go to Load Tab Select Area Loading
• To chang Loding properties
• Load Type : Area Loading
• Direction   : Global X
• Measuring : Along Element
• Load         : -0.133  kN/m2
• Then Aplly for each panel

Roof FH:

• The Height Structure is Upto 12m
• load To be Apply on Roof: -0.399 kN/m2
• Then Select the Which frame are we to be aplly 
• Select the Structure 3D view
• Go to Load Tab Select Area Loading
• To chang Loding properties
• Load Type : Area Loading
• Direction   : Global X
• Measuring : Along Element
• Load         : -0.399  kN/m2
• Then Aplly for each panel

To Validate the Model:

 

 

Result:   Hence The Mnaula wind load calculation and aplying Model are finished 

 

 

 

******************************************************************************************* 

 

Q:3 

Aim:  To On a separate model generate wind loading using wind wizard

Procedure:

• Before the We save this model and go through the wilnd load calculation using Winwizard of the Tekla Software 
• Then delete the our load combination of the manul loading
• 
• Go to WinWizard
• Select the option Worst Case Data
• Option: CONSIDER tOPHPGRAPHY
• Consider Cylonic Effect
• 
• Press Next
• Once we click next Design Wind pressure tab will be Appear on display
• Here Building Height 12m ( Override calculated)
• Building type: All general buildings
• Structure type - post cyclonic importance : Intusdrial structure
• Then Basic wind speed, Vb : 39
• 
• Press Next
• Then select Terrain Category : 2) Open terrain scattered obstrudions
• Fetch a distance: 7
• 
• Press Next
• Topography tab appear on display 
• Here we haven't change anything 
• 
• Press Next
• Result will be default as software 
• 
• 
• Finish
• Then Go to Wind load case 
• Here the Cpi Value wil change Direction:0 ,Cpi : 0.500
• Direction:0 ,Cpi : -0.500
• Direction:90 ,Cpi : 0.500
• Direction:90 ,Cpi : -0.500
• Direction:180 ,Cpi : 0.500
• Direction:180 ,Cpi : -0.500
• Direction:270 ,Cpi : 0.500
• Direction:270,Cpi : -0.500
• 
• Press Ok

 

Result:

     

•  

 

*******************************************************************************************