Sap2000 Student

The subject of sap2000 student encompasses a wide range of important elements. SAP2000 Nonlinear Analysis Setup for Steel Design: Notial loads. 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... Rotating frame section | Eng-Tips. 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 to rotating the local axis with very little explanation of how this will work. Is there any way to... Another key aspect involves, modeling of composite floor in SAP2000 | Eng-Tips. Hi everyone, I am trying to model composite floor in SAP2000.

What is the best way to do that? Furthermore, which area section should I assign? And what about Modulus of Elasticity? The thing I am the most concerned about is its behaviour due to horizontal loads. From another angle, please write some notes and tips if you...

How to overwrite "design type" of a frame member? Sap2000 includes several checks for each design type which AISC 360 and AISC 341 requires the designers to do. The major reason underlying why Sap2000 assigns a "design type" to each member is to handle those individual checks for each type, not to calculate so-called "true" K values. Section Cut | Eng-Tips.

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. When I use section cut definition in SAP2000, I tried defining both by group and quadrilateral plane but the output is... Modelling foundation piles in SAP2000 | Eng-Tips.

In relation to this, hi everyone, I have a building project in hands in which is required to simulate several foundations conditions: 1 - Foundation slab among piles; 2 - Only Piles. My doubdt relies on the the best way to simulate those referred piles. Until now i'm modelling the piles "only", by assigning... Modal participation Factor and modal mass coefficient for the first ....

I have analyzed the frame for the load cases pushover, Gravity and Modal.I want to find out the Sa(Spectral acceleration) and sd (spectral Displacement) to convert the available pushover curve into capacity spectrum for finding out the performance point using ATC-40, procedure A. Connection and meshing | Eng-Tips.