I wanted to ask about both types of IFR.
For example, what should I pay attention to before starting the installation, where should I start?
It would be good if you could answer for the first non-contact if you can.
Thank you.
Hello,
I have a question about the installation of Internal Floating Roof.
What should be considered in the installation of Full Contact & Non Contact IFRs and where to start?
I would like to ask, is there a rule specified in API650 to calculate the weight per foot in IFR and compare the calculated weight with the strength of the foot in IFR?
Hello,
We have a calculation made while the internal floating roof is on its feet, but I wonder what the proportion of the value at the end should be.
Is there an answer about this issue in API650 or any other standard?
Thank you in advance for your help