In short beams, it puts 4 rows of body and additional

[AUGURD]

Hello, I am looking for a solution to the problem I have with short beams. Due to the excess shear force in the beams connecting two columns between 90cm-150cm, too much additional reinforcement is required so that it cannot be applied at the construction site. At the same time, the program gives 4 rows of body reinforcement in 30-50 beams. Since my floor thickness is 15 cm, I cannot lower the beam height below 45 cm. I could not find a solution, what should I do with these beams. I would appreciate if you are interested in an example kz06 I found in my project. Thank you.

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[unver]

Re: Short beams Hello My suggestions;

The program gives 4 rows of body reinforcement at 30-50 beams.

--If you wrote to express the size of your beam as 30/50, 30 cm beam size is not in the project, --Stairs are not supported. When it is done, a column and a curtain also give an error, -- In this case, the roof live loads can be reduced and wall loads can be removed in order to reduce the horizontal loads. There are errors that occur when they are removed and the calculation is made, you can correct them. check the reinforcement --If the reinforcement does not fit in the cross section, put it in the second row in the drawing or you can reduce the number by increasing the diameter of the reinforcement in addition to the support Ünver ÖZCAN

 

[AUGURD]

Re: Short beams I misspelled it as 30-50. On the ground floor, I added the reinforcement of this beam, which is important for me, in the 25-50 section of the k06 beam on the ground floor. I did not understand it was put.

 

[Levent Özpak]

Re: Short beams

I spelled it wrong as 30-50 I added the reinforcement of this beam, which is important for me, in the 25-50 section of the k06 beam on the ground floor. I don't understand why there are 4 rows of web reinforcement in a beam with a height of 50 cm.