MAXIMUM PURPANTAGE ON BEAMS

[mfkltd]

In the report, there is an error that the maximum margin is exceeded in some beams, we need to increase the cross section to fix this or is there a solution you can suggest? Thank you....

 

[HakanŞahin]

The easiest way to eliminate the maximum marginal error is to increase the beam section. However, beforehand, it is useful to examine in which part of the beam there is excess moment. Inspect the relevant beam in the beam reinforced concrete or reports. Look at load, carrier system relationships. As I wrote, maybe increasing the beam dimensions can be a direct solution.

 

[mfkltd]

first of all, thank you for your interest, Mr. Hakan, my first thought was to increase the cross section, but nothing changed, it continued to give the same error again, also the beams that gave this error were generally the beams stepping on the curtain, I could not fix this problem even though I increased the max. section... thanks again

 

[YasinTezel]

Hello If you can send your project by compressing it, I will try to help.

 

[enginuy]

delete and redraw the beam, reanalyze the system. a possibility...

 

[godiseru]

Likewise, I encounter very high shear forces in the beams pressing the curtain. This problem is only present on the upper floors except the top floor. With this fault on one side of the almost symmetrical building. On the other hand, it is interesting that I did not encounter such an error. I suspect it is not caused by a mistake I made while creating the model. The deformed 3D frame looks like it should. Increasing the dimensions did not yield any results. Were you able to find a solution to the above problem? Is there anything you suggest I do? Note: The beam in question is short and does not provide shear safety. Thank you very much in advance. Good work.

 

[HakanŞahin]

Hello

I am also facing very high shear forces in the beams pressing the curtain. This problem only exists on the upper floors -except the top floor. While there is this fault on one side of the almost symmetrical building. On the other side like this It is interesting that I did not encounter any errors. I think it was not caused by a mistake I made while creating the model.

If your system is symmetrical but the results are not symmetrical, your data(model) is not defined symmetrically .Your model geometrically [/ If you confirm that b]symmetric is defined, is not defined as symmetric in terms of load or size entered. It should be considered.

Likewise, I am encountering very high shear forces in beams pressing on the curtain... ... Increasing the dimensions did not yield any results. Were you able to find a solution to the above problem? Is there anything you recommend me to do?

It is generally expected that high torque and high shear force will occur in the elements connected to the curtains. Increasing the beam size will increase the stiffness of the beam, so it may be difficult to reach the result. Here is the link on this topic. I suggest you take a look.

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If you add your project to the message, we can make a more detailed evaluation. Good work..