ritukesh
Structural
- Jul 7, 2013
- 1
Hello,
I have been trying to model a wind tower with the following specifications:
height: 87.6m
Base dia : 6m
top dia : 3.87m
Base steel thickness = 0.035m
Top Steel thickness = 0.025m
Can anyone help me to design the area sections for the tower, with linearly varying steel thickness?
Also I would need help in finding out the modal mass for the 1st natural frequency/ mode.
I have been trying to model a wind tower with the following specifications:
height: 87.6m
Base dia : 6m
top dia : 3.87m
Base steel thickness = 0.035m
Top Steel thickness = 0.025m
Can anyone help me to design the area sections for the tower, with linearly varying steel thickness?
Also I would need help in finding out the modal mass for the 1st natural frequency/ mode.