Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

  • Congratulations TugboatEng on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

20 node brick element, twist moment

Status
Not open for further replies.

JoeH78

Structural
Joined
Jun 28, 2011
Messages
139
Location
TR
hi all,

I've 2 questions related with SAP2000.

1. How to model the 20 node brick solid with sap2000?

2. In order to verify the results from an example in a book for finite elements. I need to model and analyse the plate member.The figure of problem is in attached file(plate.jpg) the DOF for nodes are shown in attached DOF.jpg file. For each node there is 4 DOF , Z dir displacement, X, Y, and XY Rotations, plate thickeness is 1 , E = 10.92, Poisson ratio = 0.3.

Based on those facts,I'm wondering how to apply those twisting moment shown in figure with double arrows? It seems that they are identical with moment in Y direction?

Help will be appreciated.
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor

Back
Top