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Nice presentation. When you have reversal of stresses in a truss due to wind, how do you take care of the effective length of the bottom chord which is usually not restrained laterally with purlins like the top chord?
It would be nice if you explained step by step how to use the commands and the design behind it.
Noted
Nice presentation. When you have reversal of stresses in a truss due to wind, how do you take care of the effective length of the bottom chord which is usually not restrained laterally with purlins like the top chord?
It would be nice if you explained step by step how to use the commands and the design behind it.
Noted