Posted by Stifabout 4 years ago
Cracked and Non cracked Design Resistance Values for HIT-RE 500 V3 (simplified design method)
I am trying to calculate the tensile and shear loading values for HILTI HIT-RE 500 V3 with HIT-V rod using the simplified design method. What are the cracked and non cracked values for N0Rd,p , N0Rd,c & V0Rd,c? Please advice how to compute loadings for cracked concrete.
1 Reply
Posted by Karan Khannaabout 4 years ago
Hi Stif,
For cracked and uncracked condition design resistance values please refer to the ETA of RE500V3 attached below.
Moreover you can use PROFIS ENGINEERING application for a better design experience .
Regards,
Team Ask Hilti SEA
