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first of alla thank you for yuor interest...! uhm...I understand...but, sorry, if I was in a worst case of a squared frame...?It's one of my cases, actually...I'm waiting for an answer and still trying to do it by myself...

Yes, I try it but I dont know how to give the correct direction of the load (X-X or Y-Y frames)...

I'm a newbie in SAP How can I model a slab and the direction of warping on the frame on which it insists? In other meanings, in the case of a rectangular area composed by 4 frames how can I do to assign only to two parallel frames the load coming from a slab (modeled as an area)? Thanks in advance

How can I enable the form present in analisys case data option selecting response spectrum analisys case type... (SAP v9)??

After doing a pushover analysis and getting the V-d curve I need to convert the curve with a bilinear curve that represents the behaviour of an elasto-plastic equivalent SDOF. Before construcing the bilinearcurve, I need to "scale" the original pushover curve qith a coefficent got from a modal...