pleated beam

I

id-engineer

New Member
Friends, I wanted to solve the beams in my project without pleats. I changed all of the beams to bevelless from the Beam properties menu. I made calculations from the beam reinforced concrete and created reinforcement without piles. I was able to get the report. However, when I had the analysis done, I saw that some of my columns had a weak column condition and the shear safety of the column-beam junction was not provided. In the training videos, I watched that only reinforced concrete calculations were made. I would be glad if you give information in this regard. Good work...
 
Hello, In your project, the beam reinforcements are probably fixed (DS column) and when you analyze, the beam bearing moments are also fixed. At this stage: 1- Enter the beam reinforced concrete 2- Remove all the marks in the beam DS column 3- Analyze again. In this way, you will allow the program to select the reinforcement according to the pileless situation, and the bearing capacity moments will be arranged according to these reinforcement selections. In the previous stage, your procedure should have been as follows: 1) All beams should be selected and their properties should be opened 2) In the static tab of the beam settings, pile/total min, pile/total max lines should be entered as zero. 3) Analysis had to be done. Good work Hakan Şahin ideYAPI
 
In addition to what Hakan has written, after analyzing as above, since you use beams without pillars, there will be more reinforcement than necessary in the lower support of the column, so you may encounter the same situations as the beam moment capacity will increase.
 
"HakanŞahin":2qcc63zs" said:
Hi, In your project, the beam reinforcements are probably fixed (DS column) and when you analyze the beam bearing moments are fixed as well. At this stage: 1- Enter the beam reinforced concrete 2- Remove all the marks from the beam DS column 3- Reanalysis In this way, you will allow the program to select the reinforcement according to the case without the pillar and the bearing power moments will be arranged according to these reinforcement selections.Your procedure should have been as follows in the previous stage: 1) All beams should be selected and their properties should be opened 2) In the static tab in the beam settings, the pile/total min, pile/ The total max lines should have been entered as zero. 3) Analysis should have been done. Good work Hakan Şahin ideYAPI
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Hakan Bey, After I selected all the beams and removed the pillars, I only made a reinforced concrete calculation. I did not make a complete analysis. And I obtained the result of reinforcement without pillars. I did not fix the reinforcements either. I did as you wrote but I just renewed the beam reinforced concrete calculations My question is: Shouldn't the BA account I have made white have the same effect on the columns? Why should I have a complete analysis for column beam joint shear safety?
 
It is not necessary, because the program is not like that. With the reinforced concrete button on the beam reinforced concrete, an evaluation is made only in terms of reinforcement and bearing capacity moments of the beams. For the compliance of the entire structure according to TDY, you must have a complete analysis+reinforced concrete done...
 
Mr. Hakan says in the reinforcement tab of this beam properties, the pillar is left and right, even if we do not mark these two, will it be a drawing without a pile? so the pile in the static reinforced concrete tab has values \u200b\u200btotal\min max tab of 0.3 0.5. Are they going to the pile in the marked reinforcements tab left right unmarked again without pillars? I would also appreciate if you explain the meaning of these join late left right expressions. thanks
 
"musamusa":3ij2ei18" said:
Hakan Bey says that in the reinforcement tab of the beam properties, the pile is left and right, even if we do not mark these two, is it possible to draw without pile? that is, the pile in the static reinforced concrete tab is 0.3 0.5 in the total\min max tab, they are the pile in the marked reinforcements tab Also, I would appreciate if you explain the meaning of these join late left left right expressions. Thank you
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We give zero total\min max values for pillars to design without pillars on the basis of beams. To design all beams at once without pile We give the value of "minimum pile bottom part" too high. So the program does not throw piles. The pass/pass option of reinforcements is a completely different issue. It is not only valid for pillars but also for assembly, bottom flat and body reinforcements. In cases where it is not appropriate for the reinforcement to pass into the adjacent support You may want to select this according to the position of the column and adjacent beam. If the lower beam has slipped or the wide beam is adjacent to the narrow beam, this facility will be useful for you.
 
Select a beam in perspective, right click and select "select all" from the popup menu. Thus, all beams in your project will be selected. Then right click again, go to "properties", do the action that Mr. Hakan described. (Make the bottom of the min pile larger in size). When you analyze again, all your beams will be designed without pleats.
 
I could not find where we are adjusting to make the minimum pile lower part value too large. and pleat\total min and pile\total max. When we set the values to zero, are only the beams on the relevant floor designed without a piece?
 
min. For the length of the pile lower part: Reinforced Concrete->Parameters->General Reinforced Concrete Parameters. pleat/total min. vs max. You give the values of the beams you want to equip without pile (from plan or 3 dimensions) and enter their properties, it is effective on the beams you choose. Or, if you enter the beam drawing mode from the rightmost settings section in the toolbar that opens, it will apply to all beams you draw from then on.
 
I want to design the part of the raft between the beams on the rafter raft without pleats, what should I do? can you help me?
 
After entering your raft slab, click on the reinforced concrete calculation axis edit command from the slab toolbar, change the type of the relevant reinforcement calculation axes to bottom+top flat.
 
When I wanted to get a report after the analysis, I got a message about objects with insufficient cross-section or not complying with the rules. When I wanted to look at which beam or column there was an error, the message desktop\iderpt.tmp was not found was found. thanks
 
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