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Although I didn't get a reply from any one, I will put the answers that I have got from my supervisor so the other people who are facing the same problems can benefit from them. 1- Yes, the work was going in a right pace. 2- Using the load-optimizer is the correct solution in my case (first try...

Correction: 3- Shall the temperature effect be applied just on the cables or on the whole frame group (the cables and parts of the deck) ?

Hi all, I need an urgent help please [ponder] I'm using SAP2000 to model a cable stayed bridge to investigate the relationship between the cable pattern and the cable stayed bridge stiffness ( the deck stiffness). After analysing the bridge under the self-weight loads I got the displacements...