Dears,
I need to use a anchor bolt SAE 1045 steel (fy=635MPa, fu=825MPa), but this material have not certificate for steel structures,Is there any standard that specifies it?
Best regards,
Dear Kingnero:
As per your detail I have two questions?
1 - When did the lamellar tearing occur before or after loading?
2 - Are the indicated points Lamellar tearing?
Best Regardshttps://files.engineering.com/getfile.aspx?folder=75af7227-58e6-4214-80b2-e1a1f80adbed&file=fillet_weld.png
Dear RandomTaskkk:
Is the case as an attachment not physical behavior similar?in end plate (moment connection) we also have high load.
https://files.engineering.com/getfile.aspx?folder=ba9c7d19-c9a6-4c7d-9ff7-431b764fd4a3&file=padeye_end_plate.JPG
dear Dhengr:
Why End plate (moment connections) with flanges have the effect of lamellar tearing as Design Guide 4, and we don’t use z-plate? For example, padeyes of structures offshores always is required z-plate. For verification of flanges is only required the yield strength (fy) and tensile...
Dears,
Attached example of lifting padeyes.
best regardshttps://files.engineering.com/getfile.aspx?folder=8fcf2d38-fd11-4b4d-896b-c4ffa3b21cfb&file=PADEYE.JPG
Dear Colleagues,
Why do we use z-plate in lifting padeyes of offshore structures?, What is the physical phenomenon? Why do not we use this in End plate connections (static structures)?
thank you
