Hello guys,
I have a questions for you about unbraced length of a top chord. I have a supervisor and we are trying to design a big and long mall.(Span = 45m/147' and Length = 20@10 m / 20@33') To make it economical, he is thinking "We should assume that purlins restrain top chord beacuse of 5...
Hello Everyone,
I have a question about truss systems. I have been designing steel truss systems since last year. I am not the one making decisions of type of truss, height of truss or other parameters. My supervisors tell me these parameters and I am making the rest of the job. But I am not...
