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Turkish Hello, In the project, although there are no beams that carry cantilever slabs larger than 60 cm and exceeding 150 cm, except for a few beams, the program assigns body reinforcement to each beam. When I delete the body reinforcement from the Reinforced Concrete tab, the reinforcement remains insufficient. How can I solve this?
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Beam Body Rebar
- Thread starter kübra
- Start date
Levent Özpak
New Member
Re: BEAM BODY REINFORCEMENT Hello, In the Reinforced Concrete/Parameters/Beam Parameters, the H value for the body iron is 60 cm, so the body reinforcement is thrown in the beams. If you do not want body reinforcement for beams with a height of 60 cm, set this value to 61 cm. In this case, the web reinforcement shall be discarded in beams that meet TDY 2007 article 3.4.1.1 c condition.
HakanŞahin
Administrator
Re: BEAM BODY REINFORCEMENT
I think Mr. Levent's message was misunderstood.You can do the operation without changing the beam height.Yes, it is written for beams larger than 600 mm in TS500, but this control must be set to a parameter in the program The parameter value is 60 cm, the program takes the control to be greater. Therefore, you can give the parameter 61 cm instead of 60. Follow these steps step by step: 1. Click on the Parameters line under the Reinforced Concrete menu 2. Click on the Beam Parameters line from the submenu 3. In the Beam Parameters dialog, change the 60 cm value in the H[/b] line for the Frame beam to 61 cm What you want will come true when you analyze again."kübra":1mye3jdp" said:According to the regulation, in cases where the beam height is hk>60cm, isn't it necessary to add body reinforcement? Our beam height is not more than 60 cm anyway. Can't we cancel the body reinforcement?
HakanŞahin
Administrator
Hello, The body reinforcement has the diameter of the body reinforcement that can be changed in the beam parameters, the TS500 beam buckling calculation and/ or depending on the conditions of the body reinforcement given in the ts500. What do you choose from the parameters of the beam body reinforcement, and what do you expect the 12-gauge reinforcement to drop or which reinforcement?"legend":3nedtft7" said:the beam is throwing 12 reinforcement no matter what I choose from the parameters. Is there a point I missed?
Hello, Mr. Hakan. For example, in my project, I used 8 gauge reinforcement and 14 gauge thick reinforcement. And I want to have 2 types of reinforcement. I was doing it all the time, but even though I selected 14 in the beam parameters in the 8 version, the body reinforcement diameter is 12. Although it was opened in old projects and 14 points were selected as a result of the audit analysis, it scored 12 points.
HakanŞahin
Administrator
"legend":1lpekefp" said:I also have a problem. I don't want any web reinforcement on my 25x50 beams. I write H:51 and above for the web reinforcement in reinforced concrete parameters. It throws 12 gauge casing reinforcement on some beams. Is it normal?[/ quote] Hello, There are two cases: 1. It seems that the minimum body reinforcement diameter input in the reinforced concrete parameters has no function in ver 8. We note this situation (You can change the body reinforcements in the beam reinforced concrete by yourself.) 2. Regardless of the height in your beam, the output of the casing reinforcement appears to have no function. The reason may be related to the buckling calculation.You can see what is calculated in the buckling tab of the beam reinforcements.(If you add the project, we can also look at it)
"legend":2xchfm6k" said:I also have a problem. I don't want any web reinforcement in my 25x50 beams. I write H:51 and above for the web reinforcement in reinforced concrete parameters. In some beams, 12 gauge web reinforcement is thrown. Is it normal?[/ quote] In general, in short beams between the curtain arms, there may be body reinforcement.
"MaFiAMaX":2twyhecj" said:In general, the short beams between the curtain arms may have body reinforcement. TDY 2007 article 3.4.1.1c says that if the span is 150cm, body reinforcement should be placed on the beam that exceeds 150/4=37.5cm. It throws 12 points. I have mentioned such a problem. We have already solved it. Otherwise, why should we not want to throw it out even though tdy said."legend":2twyhecj" said:I also have a problem. I do not want body reinforcement for my 25x50 beams. I write H:51 and above for the body reinforcement in reinforced concrete parameters. It throws 12 gauge body reinforcement on some beams. Is it normal?
HakanŞahin
Administrator
Diameter of beam body reinforcements can be changed in beam parameters."maniacal":z2gdfo09" said:do we have to change the diameter of the body reinforcement one by one or I can't see if it's the case for reinforcements.