Hello everyone! I have a crosstie with 180 degree hook at both ends, is it allowed based on ACI? all i know it stated on the ACI like this one :
25.3.5 Crossties shall be in accordance with (a) through (e):
(a) Crosstie shall be continuous between ends
(b) There shall be a seismic hook at one...
Hi everyone!
I have this precast with columns and the beam's dimension is 300 x 40 mm. Does anyone know what should be calculated to make sure it can be lifted safely? Since it portal portal-shaped, I don't have a reference to calculate it. Thanks in advance![smile]
Hello everyone! anyone know why is it happen like this? the only difference between two models is only the joint type. First model, I assign joint restraint with no movement allowed at all (as you can see below) and the second model I assign column (the real condition at the site). Which one the...
