TENSION IN ANCHORS NOT CALCULATED

Question

Posted by Curtis Geiseabout 2 years ago

TRYING TO DESIGN A W14X90 ON AN 1-1/2" PLATE WITH 1-1/4" ANCHOR RODS IN PROFIS, BUT NO TENSION IN BOLTS ARE CALCULATED. LOAD IS 150 KIPS IN UPLIFT.

common anchors,Hilit Profis

1 Reply

Posted by Ashley Couronabout 2 years ago

Hilti Verified

Hi Curtis,

For further assistance, please email your ".pe" file to hnatechnicalservices@hilti.com.

Regards,
Ashley

Profis engineering software