I'm looking at seismic upgrade of project where the beam column joint has NO column ties through the length of the joint. Does anyone have experience in how to strengthen a beam/column joint with post-installed anchors to icrease joint shear capacity? Does ACE 440.2R (externally bonded RFP...
I'm interested if anyone can share a summary paper they might have that sumarizes changes in ASCE 7-10 vs. ASCE 7-05. I know that ASCE 7-10 will start being adopted soon in some jurisdictions when IBC 2012 is adopted.
Thank in advance for the help.
I'm interested if anyone can share a summary paper they might have that sumarrizes changes in ASCE 7-10 vs. ASCE 7-05. I know that ASCE 7-10 will start being adopted soon in some jurisdictions when IBC 2012 is adopted.
Many thanks in advance for the help! [afro2]