Thanks for all the suggestions but I've ended up spanning the whole width 80m due to the large horizontal forces that the canterlever cable stay roof design gave me but thanks for all the suggestions
I am currently attempting to design a stadium roof that must span a minimum of 30m without columns I was just wondering if anyone knows what the acceptable deflection is for the tip and if there are any codes surrounding this. Also is there any ways to reduce the uplift force as this is the most...
