Apr 2, 2007 · When defining frame element properties, they are drawn on the 3-2 plane. I have need of applying those both in the x-z (1-3) axis and rotated 90 degrees on the 3-2 plane. The help files point …

Oct 10, 2018 · Hi everyone, I am trying to model composite floor in SAP2000. What is the best way to do that? Which area section should I assign? And what about Modulus of Elasticity? The thing I am the …

May 9, 2022 · 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 …

Aug 18, 2021 · If you do not have NL SAP2000 module, another option is to run the model to see where you find tension. Once you see where you have tension, simply delete those springs and re-run the …

Apr 18, 2006 · Dear Friends, I need to how How to get difflection of a simply supported beam at given intervals in Sap2000. I actually need generate a table of difflection with horizontal distances. it shows …

Apr 25, 2014 · Hello, I am currently doing an internship, where I am asked to used SAP2000 V16 to make a simple container, put some loads and get results. I am not really getting on how the …

Aug 10, 2016 · As you probably know, torsion is always accounted for in analysis. For design, torsional strength and allowable torsional strength is automatically determined only for closed sections like …

Apr 6, 2009 · I modelled floor slab as shell elements in SAP. If I have a point load vertically applied on some shell element, what is the best way to mesh this shell...

Sep 10, 2009 · Hello all I am new to SAP2000 and this forum, and I have few questions which I divided into several threads. Some of you will surely find these questions very easy, but please take some …

Nov 18, 2005 · We are using SAP2000 nonlinear version 8.1.2. I still don't understand why the design moment is the sum of M11 and M12. How about the following: the reinforcement bars are arranged …