beam reinforcement amount

[yılmaz polat]

good work. In my project given in the attached link, the amount of reinforcement of K40 beams on normal floors seemed very little to me. although this beam, which is between K39 and K41, continues at a very small angle with the K39 and K41 beams, it does not constitute continuity. Does this cause trouble? Are the thrown reinforcements sufficient for this beam, including the 20-inch wall stud beam and the loadings from the elevator?

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celebi_16.03.ide7.html

 

[Levent Özpak]

good work. In my project given in the attached link, the amount of reinforcement for K40 beams on normal floors seems very low to me. Is the reinforcements thrown into this beam sufficient, including the loadings from 20-inch wall stud beams and elevators?[/quote ] According to the support and span moment values in your beam, there is no problem in the amount of reinforcement.

and this beam, which is between K39 and K41, does not constitute continuity although it continues at a very small angle with the K39 and K41 beams. . Does this cause trouble? Are the thrown reinforcements sufficient for this beam, including the 20-inch wall stud beam and the loadings from the elevator?

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çelebi_16.03.ide7.html

Small tee between K39- K40- K41 beams There is an angle difference though. In the Reinforced Concrete / Parameters / General Reinforced Concrete Parameters dialog, you can accept beams continuously by entering an angle value (for example, 5 degrees) in the "Continuously accept beams with small angle difference" line. Note: *Some of the S20 column and P4-P5 panels in the basement floor are outside the raft slab. left.

 

[yılmaz polat]

First of all, thank you Mr. Levent. I was aware of the parts other than the raft, would this cause a problem in the analysis? Is there any way to control this situation in the program or did you notice it by examining it in detail? (The reason I ask this is if there is a control system, I will use it.)

 

[Levent Özpak]

thank you, Mr. Levent, first of all, I was aware of the parts outside the raft, would this cause a problem in the analysis? Is there any control method for this situation in the program, or did you notice it by examining it in detail? If the reason is the control system, I'll use it.)

I found the status of the raft boundaries by examining the plan.The incorrect formation of the raft boundaries may affect the analysis results.

 

[yılmaz polat]

Thank you for your attention. good work.