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Can SAP2000 design these concrete members? 1) Concrete beam with variable width & depth: 2) Irregular concrete peir: Many thanks for your feedbacks. OMG.

Additionally, three joints at an offset to the center of mass should be defined where each spring is connected to the mass. Each joint then is connected to the central joint (mass) by weightless rigid elemenets. This will simulate the rotational action of the 25kg mass in a dynamic simulation.

Is there a good structural analysis/design FEA program to read Autodesk ADT 3.3 structural members and with some manipulation of adding rebars design complex concrete structures?

Yes, the life of the building is 500 years.

Hi all, Earthquake charts for prob. of annual exceedance 0.01, 0.005, and 0.0021 are given in building codes. Is there any way to calculate these charts for other probabilities of exceedance? like 0.00019 (9% in 500 years). Thanks a lot, Max.

Not only Toronto but Canada is not advanced in that area of technology. In FEA Canada is a "third world" country!