Quantcast
Channel: RAM | STAAD | ADINA Wiki
Viewing all articles
Browse latest Browse all 8748

Rigid Diapragm FAQs

$
0
0
Revision 1 posted to Structural Analysis and Design - Wiki by Sudip Narayan Choudhury on 5/7/2015 11:42:08 AM

FAQ1:

 

I have specified Rigid Diaphragms in my model. But when I run the STAAD file, it stops with the following warning.

 

   ** ERROR: NO REFERENCE LOAD CASE OF TYPE MASS/GRIVITY/DEAD/LIVE IS DEFINED FOR MASS MODELING.

     CENTRE OF MASS CALCULATION IS NOT POSSIBLE.

 

Answer:

 

If you are specifying Rigid Diaphragms, it is a must that you specify the Mass reference Load Case. One of the important functions of specifying the Rigid Diaphragms is to calculate the torsion on the floor due to seismic loads and the program needs to identify the center of mass for the same. This is done with the help of the mass data defined in the mass reference load case.

 

FAQ2:

 

Which masses in the Mass reference Load Case is used to calculate the centre of mass of the diaphragm?

 

Answer:

 

By default, the masses specified in the Global Y directions are considered for the mass calculations. In absence of global masses in the Y directions, the masses along the Global X directions are considered for the same. In absence of the masses specified along the Global X and Global Y directions, the masses along Global Z directions are considered.

Tags: analysis, earthquake, Diaphragm, seismic, STAAD

Viewing all articles
Browse latest Browse all 8748

Trending Articles



<script src="https://jsc.adskeeper.com/r/s/rssing.com.1596347.js" async> </script>