Hi,
It appears that the concrete core failure needs to be checked as per the new post-installed reinforcement technical report TR069, which means that it is basically like anchors.
I am wondering why is that? I thought only bond-splitting failure needs to be checked as it is not anchor?
Hi
Do you guys analyse the roof bracing using 2D analysis assuming the pin supports provided by the lateral resisting system (say portal frames) OR
do you run 3D model with lateral resisting systems in?
I find out that if say my portal frames are relatively soft, the 2D analysis will...
