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Beam deflection limit exceeded problem
- Thread starter adept
- Start date
Levent Özpak
New Member
Re: BEAM DEPLOYMENT LIMIT EXCEEDED PROBLEM'...
Add your project Let's see if there is a problem with data entry."adept":s75ylrqy" said:HOLDER FLOORING ONLY 60/30 HOUSING FLOORING GENERALLY GIVES THIS PROBLEM ON OUT?
HakanŞahin
Administrator
Re: BEAM DEPLOY LIMIT EXCEEDED PROBLEM'...
[ url]http://www.idecadsupport.com/forum/viewtopic.php?f=5&t=1426[/url] 1)Rigid diaphragm Assuming rigid diaphragm, axial force cannot be calculated in beams.Deformations in floor plane are neglected 2)Semi-rigid diaphragm Finite element model, which is created by dividing the floors into shell elements in the building, is the static and dynamic analysis of the structure together with beams, columns, ribs, shears, foundation beams and raft foundations into the global stiffness matrix.In the model, the storey masses are considered as distributed masses along the floor. The deflection calculation is made according to TS500. If you look at the calculation details, you can see that there are many variables used in the deflection calculation. Accordingly, it is normal to calculate the variables going to the deflection calculation differently in two solutions ir. "Deflection exceeded warning" means that the deflection value for that element is greater than the given limit value. In order to make a more detailed interpretation, the deflection calculation details given in the report should be examined."antioch74":29wbfo1u" said:beam deflection limit exceeded warning is not received in semi-rigid diaphragm solution. If it is received in tam-rigid solution, how should it be interpreted?
yunussacikk
New Member
Re: The problem of beam deflection limit exceeded... There is usually a deflection problem on the floor where the eaves are located. I draw the eaves as 12 or 15 cm plaques on the end of the hollow floor slab, there is no deflection problem.
kaanmertkuzlak
New Member
Re: Beam deflection limit exceeded problem... Good day, I'm doing a finishing project and I'm facing the problem that all my floors have the same beam (only 1 beam on each floor, the deflection limit has been exceeded. How can I eliminate this problem, thanks in advance)
HakanŞahin
Administrator
Re: The problem of beam deflection limit exceeded...
Increase the beam size, but if you add your project, other solutions can be written after the review."kaanmertkuzlak":hzpt5aor" said:good day, I am doing a finishing project and all my floors have the same beam (only 1 beam on each floor, I am facing the problem that the deflection limit has been exceeded) How can I solve the problem, thanks in advance
- Reinforced concrete calculation axis for 2 slabs edit --> you can solve the problem with flat reinforcement command one on top of the other (you will do it for two axes in x and y directions for each slab) - concrete c20 It seems right? - When sharing the project, instead of compressing it with an external program, your job will be easier if you use the command idecadde file--> compress and save - there are problems with 3 beams right now, even if you remove the wall load, the problem does not go away."ahmetkcck":28xy91q1" said:can you have a look