Missing As messages come out according to the diameter and reinforcement spacing criteria to be selected. See for which region the Missing As message is given and examine the moment of that region. Most likely, the moment is high and because the program cannot go below a certain range and also cannot increase the diameter, it is giving the message..."derya":1adkyst0" said:Hello Hakan, My Radye basic equipment is normally ø18. After your message, I went up to ø24 just in case... Still it didn't work. Is there any other way? I wonder?
Since there is no possibility to fix the reinforcement for the raft slab additional reinforcement tab, it is normal for the rebars to become the first after the analysis. It seems to save[/quote] You can allow the program to select higher reinforcement for raft slab additional reinforcements in the reinforcement selection, or you can reduce the minimum reinforcement spacing value in the raft slab parameters or increase the raft slab thickness. Good work.."dexana":1o1ote8s" said:hi, but when I get the analysis again, the reinforcement ranges I changed are back to their old ways. I would appreciate your help... good work...
Good day, Hakan: I also have insufficient reinforcement in the beamless raft and I need not use more than 16 gauge iron. I add the pile to the required reinforcement area at the top. I provide it, but there is no change at the bottom. I add an addition to the bottom, but there is no change in the reinforcement ratio, so it does not see the addition."HakanŞahin":36szryhh" said:It is normal for the reinforcements to return to their original state after the analysis, as there is no possibility of fixing the reinforcement for the tab for raft flooring additional reinforcements."dexana":36szryhh" said:hi, but when I get the analysis again, the reinforcement intervals that I changed are back to their old ways. I would appreciate your help.. Good work...In the reinforcement selection, the program selects higher reinforcement for the raft slab additional reinforcements. You can allow it or you can decrease the minimum reinforcement spacing in the raft slab parameters or increase the mat slab thickness. Good work.."dexana":36szryhh" said:I also get the error of insufficient reinforcement in the raft slab. When I enter the raft slab from the reinforced concrete tab, I drop the additional reinforcements 5 cm apart, firstly it seems to save
"batuhann28522":3vy6iq24" said:Good afternoon, Mr. Hakan: I also have insufficient reinforcement on a beamless raft and I need not use more than 16 gauge iron. I add a pile, I provide the necessary reinforcement space at the top, but at the bottom No change. You can check the links below regarding the lack of reinforcementYou do not have permission to view link Log in or register now.You do not have permission to view link Log in or register now.Good work
"Levent Özpak":20aho2uj" said:Hi, Tensile stresses may occur in both the upper and lower parts of the raft at different points. Therefore, it would be appropriate to choose the reinforcement type as top + flat reinforcement at the bottom. You can review the links below regarding the lack of equipment:You do not have permission to view link Log in or register now.[ url]http://www.idecadsupport.com/forum/viewtopic.php?f=5&t=2461&p=12436&hilit=U%C4%9Fur#p12436[/url]You do not have permission to view link Log in or register now.Good work[/quote ] thanks for your answer. When I checked, the moment is too much at the bottom, do I not have a chance to solve the reinforcement problem by adding it to the bottom?
If you enter additional reinforcements in the Tiles tab, these lines have no function. Rebar diameters and spacings in the Additional Rebars tab should be intervened."batuhann28522":1pb10npz" said:thanks for your reply. The moment is too much in the section, do I have a chance to solve the reinforcement problem by adding it to the bottom? and there is no change in the current reinforcement ratio"Levent Özpak":1pb10npz" said:Hello, Tensile stresses may occur at different points of the raft slab, both at the bottom and at the top. For this reason, it would be appropriate to choose the type of reinforcement at the top + flat reinforcement at the bottom. You can review the links below regarding the lack of equipment.You do not have permission to view link Log in or register now.You do not have permission to view link Log in or register now.You do not have permission to view link Log in or register now.Good work
"Levent Özpak":7wgozvx3" said:Hello, Tensile stresses may occur in both the upper and lower parts of the raft at different points. Therefore, it would be appropriate to choose the reinforcement type as top + flat reinforcement at the bottom. You can review the links below regarding the lack of equipment:You do not have permission to view link Log in or register now.[ url]http://www.idecadsupport.com/forum/viewtopic.php?f=5&t=2461&p=12436&hilit=U%C4%9Fur#p12436[/url]You do not have permission to view link Log in or register now.Good work[/quote ] Mr. Levent, thank you for your answers. I have one more question.
What do you mean by the support tape?"batuhann28522":1g24pq0o" said:Mr. Levent, thank you for your answers. I have a question there will be more. I want to put a support tape on the raft foundation, but there is no right now, maybe then the reinforcement problem will disappear if I can."Levent Özpak":1g24pq0o" said:Hello, Tensile stresses may occur in both the lower and upper parts of the raft slab at different points. For this reason, it would be appropriate to choose the type of reinforcement at the top + flat reinforcement at the bottom. You can review the links below regarding the lack of equipment.You do not have permission to view link Log in or register now.You do not have permission to view link Log in or register now.You do not have permission to view link Log in or register now.Good work
"batuhann28522":2kpd2mok" said:Thanks for your answers Mr. Levent. I have one more question. I want to put a support tape on the raft foundation, but now maybe the reinforcement problem will disappear if I can.
"Levent Özpak":2kpd2mok" said:What do you mean by support band?
"orhan gunay":huxw3mpy" said:https://we.tl/t-1VWtPrnWMB radia basic reinforcement error, I could not solve it somehow, can you help.[ /quote] The balanced project is attached. All you have to do is to remove the live loads on the beams Ünver ÖZCANYou do not have permission to view link Log in or register now.