02-25-2009, 10:13 AM
Yasir,
Never really into composite or steel design but i have seen demo of csc fastrak. Its seems to me, giving much better control on the designing part. Since its shared here, maybe u can try it out.
Secondly, i am much of a manual designer. For concrete design, why should we use multiplier to the reinforced concrete frames' stiffnesses when we carry out elastic analysis? Unless we are performing non linear analysis. Pls advise.
Never really into composite or steel design but i have seen demo of csc fastrak. Its seems to me, giving much better control on the designing part. Since its shared here, maybe u can try it out.
Secondly, i am much of a manual designer. For concrete design, why should we use multiplier to the reinforced concrete frames' stiffnesses when we carry out elastic analysis? Unless we are performing non linear analysis. Pls advise.
concrete solution advocate