JM_10
Industrial
- Nov 30, 2017
- 17
Hello,
We are designing an steel curved structure with a rectangular opened section, please see images.
It needs to be able to be opened for maintenance purposes. So, the joining of the different sheets which form the curved beam have to be bolted.
My question is how big can be the hole, so the sheet is not taking any risk due to its thickness (20 mm)
Please, see images which are more explanatory:
Where can I find some rule for this situation?
Thank you in advance
We are designing an steel curved structure with a rectangular opened section, please see images.
It needs to be able to be opened for maintenance purposes. So, the joining of the different sheets which form the curved beam have to be bolted.
My question is how big can be the hole, so the sheet is not taking any risk due to its thickness (20 mm)
Please, see images which are more explanatory:
Where can I find some rule for this situation?
Thank you in advance