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Hi Stressed, thank you for your explanations. I've learnt two things I didn't know. So you mean tha when I leave everything checked the moment is the sum of what each element absorb or partecipate? Thank you very much in advance for you help. Best wishes, Aliante from Italy

Hi , I completely agree with people who say : knowledge about theory of finite elements is essential for understanding how to model a structure or a part of it , how to implement a material and so on. Not only have you to be able to model it, but also the experience to understand the results of...

Hi to all of yoy over there, I completely agree with people who say : knowledge about theory of finite elements is essential for understanding how to model a structure a part of it , how to implement a material and so on. I also assume that you understand the behaviour of a structure under some...

Hello to everybody over there, do you know where to read something about "section cuts". I have this problem: I have a slab over a beam and shearing some nodes between them. If I use a "section cut" the resultant moment in the section cuts is the sum of the moment of the slab and the beam...

Hi, I don't know how to assess my model because even if I choose the restraints as simple bearings and apply by hand calculation the formula q*l^2/8 it is just a strip of floor wide 60 cm (just one T) and I don't take into account the sharing of the slab along all the floor and it is what I...

Hi 271828, perhaps I've made a big mistake at the beginning of the process. I draw the geometry of the floor into autocad, I mean I draw only the centroid line of the rib-beam and I imported the geometry into the SAP. Into the sap I assigned the beam section to this lines then I defined the slab...

Hi Mikyamero, I've visited the site you adviced, but I haven't found the answer to my question or perhaps I haven't understood your suggestion. Please, could you explain more clearly. Best regards, Aliante

Sorry, I posted this in another group . I'm new and I made a mistake. Perhaps this is the right place to post it.I beg pardon. I'm trying to model a reinforced ribbed floor concrete and I've found the thread801-171434: Modelling Slabs and beams in SAP2000 very useful but I haven't understood...

I'm trying to model a reinforced ribbed floor concrete and I've found the thread801-171434 very useful but I haven't understood when Stressed says "frames offset from the slab and connect them using joint constraints," . Which kind of constraints ? When we link the slab and the frames in the...