report error

a_kahveci

New Member
Have a nice day; the raft says the reinforcement is insufficient, but when I get a report from the optional reports, the report can be output..So it gives the report directly without the error table? is this normal? I had one more question; When the reinforcement on the raft is insufficient, when I do not make a superstructure interactive solution, the raft reinforcement can come out without errors, I could not see much difference in the report or the quantity, what kind of problems may occur in the solution without superstructure interaction? thanks..
 
"a_kahveci":1ew1mshg" said:
Good afternoon; the raft says the reinforcement is insufficient, but when I receive a report from the optional reports, the report can be output.. that is, it gives the report directly without the error table appearing? Is this normal?
check" option may have been removed. Other than that, if you add the project, we can check it out.
"a_kahveci":1ew1mshg" said:
I had one more question; When the reinforcement on the raft is insufficient, when I do not make a superstructure interactive solution, the raft reinforcement can come out without errors, I could not see much difference in the report or the quantity, what kind of problems may occur in the solution without superstructure interaction? thanks..
Superstructure interactive solution is mandatory for C and D group floors according to tdy 2007.
 
Exactly, I looked at that option, it remains ticked, but it reports even though the raft reinforcement is insufficient, but on the construction summary report page it says there are elements with insufficient cross-section in the project..
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"a_kahveci":a57gigg8" said:
I just looked at that option, it remains ticked, but it reports even though the raft reinforcement is insufficient, but on the building summary report page it says there are elements with insufficient cross-section in the project..
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Hello, Removal of missing ace in raft flooring user The reason is that sometimes there can be sudden moment jumps in small finite elements, especially under columns or shear walls.You should look at the reinforcement arrangement in the region and decide what the additional reinforcement will be.
 
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