STAAD Partial Moment release
STAAD Partial Moment release
(OP)
Hello!
How do you determine if the connection between a concrete beam and concrete column is partially released and by how much? In STAAD there is a partial moment release in beam specs where you input a certain value in MPX, MPY and MPZ. What effect would this have on connection details?
Thanks in advance for the help.
How do you determine if the connection between a concrete beam and concrete column is partially released and by how much? In STAAD there is a partial moment release in beam specs where you input a certain value in MPX, MPY and MPZ. What effect would this have on connection details?
Thanks in advance for the help.





RE: STAAD Partial Moment release
RE: STAAD Partial Moment release
RE: STAAD Partial Moment release
If we could save a few steel by this analysis, it would really help for future projects. Because if we design for both cases it will be very costly.