Posted by ANDREW TANGover 1 year ago
Factored or Unfactored Load input for ETAG FOS3
Dear Sir/Madam,
I want to clarify whether factored or unfactored load should be input, if using ETAG FOS3, for calculation of anchor bolts for concrete.
2 Replies
Posted by RON SIUover 1 year ago
Dear Andrew,
Thank you for your enquiry.
Material = 3 has been set for all failure mode calculation in the design method EN1992 FOS3 and ETAG 001 FOS3.
Thus, if the design method with FOS=3 has been selected, please input un-factored load for the calculation.
Regards,
Ron Siu
Technical Engineer
Posted by ANDREW TANGover 1 year ago
Dear Ron,
Thank you for your clarification.
Regards
Andrew Tang
Agora Consultancy Limited