How to fully release and partial moment release in beams in STAAD Pro?
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- เผยแพร่เมื่อ 4 ต.ค. 2024
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This video is great! Thank you. Having the sound & commentary helps a lot.
sir for which beams we should give full release and partial release??
In secondary beams we gives fully release, in case of truss members we sometimes provide partial release.
If a secondary beam resting both sides on primary beams, then release has to be done ion both the ends of the secondary beam?
Yes
what will be effect if we dont release? Regarding this video, why MZ is releasing? Mz must be there to design, that moment is main moment. or isn't it so?
The flexure of the secondary beam is Torque applied to the primary beam at the junction. Concrete is weak in torsion and it will get cracked due to torsion. So its better to model the junction as a simply supported by using moment releases.
how to define Which moment i have to release for the beam
+arivu azhagan where it's simply supported connection, you have to release.
I cant give full anchorage to the beam so I want to use the beam as a simply supported beam at the corners
+arivu azhagan then you will have to release it.
what about rcc beams
+rehan indi secondary beams are released at ends
how extract staad beam results to excel
Suresh just go through this blog for your problem
why you are redefining the indices
To get the results in line
@@Tinytopic thank you for clarification.
Not so supportive
+PRASAD GHODAKE who?
You talk too fast.
Sorry for the inconveniences caused