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A related question, I have created new bolts with the new ASTM F3125 designation with a grade of A325.
Everything works fine except when I review the joint design of the connections the bolts always fail with 0 kips. Is there a step I missed in the data base for this?
A related question, I have created new bolts with the new ASTM F3125 designation with a grade of A325.
Everything works fine except when I review the joint design of the connections the bolts always fail with 0 kips. Is there a step I missed in the data base for this?
