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Concrete Edge Failure (Shear Load)

Posted by Jesse Walshalmost 4 years ago
Concrete Edge Failure (Shear Load)

I have shear load in the Y-direction, but it appears that Section 4.3 (Concrete edge failure) is checking the shear capacity in the X-direction. Can you explain the ca1 and ca2 values being used in the attached design?

shear capacity,concrete edge failure

1 Reply
Posted by Emily almost 4 years ago
Hilti Verified

Hi Jesse,

Please see this previous Ask Hilti response. For further information on the software’s functions and its calculations, see the PROFIS Engineering Design Guide. For further technical assistance within North America, please contact hnatechnicalservices@hilti.com.

Best,
Emily