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Modelling in Staad pro
Posted January 28th, 2011 by Moazzam
| Project: | www.sefindia.org |
| Component: | Miscellaneous |
| Category: | feature request |
| Priority: | normal |
| Assigned: | Nandy |
| Status: | active |
Description
Dear Sefians,
I am the recent member of sefi, I have some issues to discuss,
1. How to model a primary beam in staad without splitting in to elements at the points of secondary beams?I observed that the manual calculation for deflection of beam is not matching with the results of staad, and more ever Bending moment and shear force diagrams are not matching.Can any one please give me the solution for this.
Updates
#1 submitted by kumarshantveerayya on Mon, 01/31/2011 - 11:43
were ever primary beam & secondary beams intersect compulsory we have to split the beam with node so that load from secondary beam transverse load to primary beam... after creating node release the moments of secondary beam so that oly shear fores will be acting on brimary beam ...
#2 submitted by fazilat.zaidi on Thu, 04/21/2011 - 04:28
The best way is to define effective length equal to the actual length..
Hope it serves ur purpose...
If not plz mail me staad file i will do one example for u...
#3 submitted by fazilat.zaidi on Thu, 04/21/2011 - 04:29
The best way is to define effective length equal to the actual length..
Hope it serves ur purpose...
If not plz mail me staad file i will do one example for u...
| Category: | support request | » feature request |
| Assigned to: | Moazzam | » Nandy |
have to learn staad quickly so only
