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 …

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 …

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...

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 …

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? …

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 …

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 …

Feb 19, 2016 · Hi all, I have made a slab using shell elements. I would like to draw a section through longitudinal direction of slab to view the shear and moments by plotting them in Excel. …

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 …

Nov 7, 2011 · This was the default setting when SAP2000 was installed. The elements seem to be properly defined as 2x6 sections with a gravity dead load in the UZ global coordinate system …