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Dear All,
1.) I wish to know how RSA handles the creation of seismic loads for any arbitrary structures and is there any possible way of show those loads(created automatically based on user input) acting on the structure visually as a point, uniform loads etc..?
2.) Is it correct to set the factor to -1 for self weight when I'm aiming to include the bar self weights ?
Your comments will be appreciated.
Regards,
Solved! Go to Solution.