Body reinforcement in beams

G

GETA

New Member
After the building inspection, all municipalities require body reinforcement for cantilever beams exceeding 150 cm. Is there a chance to add body reinforcement to beams exceeding 150 cm in the program?
 
Hello, Conditions related to beam body reinforcement are specified in TDY item 3.4.2.5 and TS500 item 7.3 Equation 7.6. In the program, hull reinforcement is discarded according to these conditions. I didn't see anything related to your request here. Is there a provision on which this request of control mechanisms is based? Good work
 
Control mechanisms, based on the information in the building inspection static project inspection chart, they perform their checks. In this chart, a body is required for consoles exceeding 150 cm. Therefore, they want it in projects.
 
Hello, There is the phrase "body reinforcement for beams on which cantilever floors larger than 150 cm are supported" in that form. Not for cantilever beams with a span longer than 150 cm... Extract from the review sheet: 12. FREQUENTLY ENCOUNTERED DEFICIENCIES under the heading The body reinforcement has been drawn on the beams on which balconies with a console length of more than 1.50m are supported Are we talking about the same document? Attach the document to the message if you want...
 
Yes, Mr. Hakan is the correct expression. My writing is a little off. Can there be automatic body reinforcement to these beams in the program?
 
We take this situation in our notes, but there is no suggestion on the scale on how much the hull reinforcement will be. This issue needs to be clarified with a conclusion that everyone can accept. ------- If we evaluate the subject in terms of the program, I would like you to know the following information: Torsional moment is explained as a torsion of balance and conformity according to the existing system. If the presence of a torsional moment is not necessary for equilibrium in a system, that torsional is conformity torsion. (for example: Torsion that the bearing beams in the cantilever slab-beam-floor-beam system are exposed to) If the structural element and the system need a torsional moment to keep it in balance, torsion is an equilibrium torsion. (For example, the torsion of the carrier beam in the beam-cantilever beam system) The subject is explained in detail in Uğur Ersoy's Reinforced Concrete book. First you need to decide which torsion is present in the element. Then, you should select the relevant option in the static/reinforced concrete tab in the beam settings. The program calculates the torsional moment in beams. Torsional moment controls are made according to TS500. In order to meet the torsional moment, the calculated reinforcement is placed in the beam in addition to the bending reinforcement as assembly and flat. Open the attached project. (bururum.rar) Get beam report. You will see that there is no torsion for K01 in the torsion head, but torsion reinforcement is calculated for K02. To sum up, the relevant condition required in the schedule is taken into account in the program.
 
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