Posted by Andy Martinabout 2 years ago
Can Profis be used to evaluate pryout loading of a concrete column embedded in mass concrete?
Assume a W8 x 40 embedded 24 inches into mass concrete. At 54 inches above the concrete, the W8 needs to resist a horizontal load of 36 kips.
1 Reply
Posted by Matthew Fordabout 2 years ago
Hi Andy,
Unfortunately, there is no option in PROIS Engineering to evaluate columns embedded into mass concrete.
Regards,
Matthew