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

AIM :

• Generate manual wind loading in the design report based IS code as per the following input
• Basic wind speed = 39 m/s
• Terrain category = 2

PROCEDURE :

• First calculate load combination

RESULT:

• Calculations are done for the wall panel

2) Based on the above calculation apply the loadings on the model

AIM :

• To determine based on the above calculation apply the loading on the model

PROCEDURE :

• Open TEKLA structural software and open week 4 file
• Select load tab, in that select load cases and add new load cases
• Now as per value apply the load
• Frame 1 = Wind+y+cpi = 0.253 kN/m^2
• Apply load on Frame 5 = Wind +y+cpi = -0.951 kN/m^2
• Negative value means wind acting away from the wind panel
• Apply load on face 1 = wind+y-cpi = 1.52 kN/m^2
• Apply load on face 5 = wind+y-cpi =0.317 kN/m62
• Apply load on face C =wind+y+cpi = -1.394 kN/m^2
• Apply load on face D=wind+y-cpi = -0.127 kN/m^2
• Now we will apply load of -y
• All loading will be similar just the direction of wind is changed
• Frame 5 = wind-y+cpi = -0.253 kN/m^2
• Apply load on Frame 1 - wind-y+cpi = 0.951 kN/m^2
• Apply load on Frame 5 = wind-y-cpi = -1.521 kN/m^2
• Apply load on Frame 1 = wind-y-cpi = -0.317 kN/m^2
• Apply load on frame D = wind-y+cpi = 1.394kN/m^2 on global X axis
• Apply load on frame A=wind-y-cpi = 0.127 kN/m^2 on global X axis
• Apply load on face C = wind+y-cpi = 0.317kN/m^2

Now apply wind load on roofs and take roof angle as 25 degree

• From IS 875 part 3 table 3 clause 6.2.3.2

Now apply roof load on PQ

• Frame 2 =wind+y+cpi = -1.204 kN/m^2
• Apply load on frame 2= wind+y-cpi = 0.063kN/m^2

Roof XY

• Apply load on frame 1 = wind+y-cpi = 0 kN/m^2

Roof PQ

• Apply load on frame 1= wind -y+cpi = 1.204kN/m^2
• Apply load on frame 1=wind-y-cpi= -0.063 kN/m^2 on roof PR
• Apply load on frame 2 of roof XY = wind -y+cpi = 1.267 kN/m^2
• Apply 0 kN/m^2 on roof XY of frame 2

RESULT :

3) On a separate model generate wind loading using wind wizard

Aim :

• On a separate model generate wind loading using wind wizard

PROCEDURE :

• Open the file
• Open load cases in load tab
• Delete all load cases and set only default load cases
• On load panel select wind wizard and select the cyclonic effect
• Check all the details of the building like wind speed, height of building affected by wind and also k1 and k2 factor
• Select terrain category as open terrain scattered obstructions
• Fetch distance is 10
• Click next then select topography and then next
• After that, it shows resultant wind pressure
• Click on Finish
• Now click on wind load cases
• Now all the loads are applied. and click on validation to check for errors.

RESULT: