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this messege appear when i am designing a cantilever beam how i can solve this problem ??
The possible reasons:
- too small cross section of a beam (especially width) -> you may try to avoid use of horizontal anchors at supports
- too narrow support -> you may try to use bars with hooks
To investigate this situation further I need to have the file and know which beam top look at.
Go to "typical reinforcement", "reinforcement of spread footings" will open, select bottom bars, #3 bar is selected by default, choose a higher bar number, #5 worked fine for me.
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