Beam Design
Beam Design
(OP)
Hey Guys,
Question
If when checking the anchorage for the end span of a beam and it does not full fill the conditions started from ACI 318, what are possible options can I do?
Regards,
JG
Question
If when checking the anchorage for the end span of a beam and it does not full fill the conditions started from ACI 318, what are possible options can I do?
Regards,
JG





RE: Beam Design
Is the beam new and the anchorage point existing? Or are both new?
Mike McCann, PE, SE (WA)