matching corrugations
matching corrugations
(OP)
I have erected a steel curvete. There are three pieces of steel to make 68 ft with 4.5 in corrugations.These members fit very badly,the laps dont match very well and there is a half to one inch gap on the overlays.Does anyone know how serviceable the structure would be.






RE: matching corrugations
What is the purpose of the structure, what loads are on expected (including wind loads), what are the steel properties, and has it been in use before and moved to this location? How are the joints done? Why is the fit bad?