I’m using SAP2000 v26 to design steel structures based on AISC 360-10, and I'm configuring a nonlinear analysis for the structure. I use the Direct Analysis Method and apply a process where each load case starts with the structure deformed under dead load (state D). Additionally, I adopt K=1 for...
The beams are existing ones (as a show on the last photo), then i should pour concrete from above
This is not the final design, maybe it will have also rebars on the button between beams
Im creating a None section property shell to facilitate load distribution in beams but it does nothing, any idea why it could be happening?
I want to apply lateral wind loads to a structure without using ETABS function to do it. Just wanna do it manually. (i have a code wich its not...
I have to calculate and design the reinforcement of a concrete shell structure like this one:
So i was advice to use Rhinos for making a mesh surface and then analyze it in Sap2000 (even though i do prefer Staad.Pro i can get my hands to work on Sap2000).
I'm worried to get into a rabbit...
Hello people,
As you can see most of the values given for the concrete beam design (longitudinal reinforcement) are from minimun reinforcement
But if you see the forces and beam design display, it shouldn't be like that
Then again, you look for design details and there it is, mininum...
Hello to all,
This is the analysis of the connection between metal columns (2x U channel filled with concrete) with concrete slab and inverted beams in a one-storey house.
The problem is that I have little space to carry out any gadgets in the slab interspace, as you can see in the attached...
