Hi,
I'm have several spots where the software is detailing stirrup bars that does not seem to make sense. I've looked into the capacities vs demand and it appears to me that stirrup should not be needed or to be provided as code minimum. Instead, the program seems to be detailing it at a very tight spacing.
I've included the final generated reinforcing and also the design strips that were modeled. Could you let me know what may have the program to require more bars that necessary?
Thanks,
WeiPhang
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Hi, just want to follow up. Did you manage to figure out what the software was doing?
Did you manage to get the answer, was asked to upload the file the way as yours. No answers yet.
Since this thread is old I'll point you to our FAQ on one way shear: