Beam Design

[Josean Ghirawoo]

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

 

[msquared48]

What provisions of ACI 318 are you referring to that you cannot meet?

Is the beam new and the anchorage point existing? Or are both new?

Mike McCann, PE, SE (WA)