Hi all professionals,
With span length sometimes ranges from 4m to 6m, the buildings with 3 storey height (3m per storey), the column size 200mm x 200mm almost become like a typical dimension for contractors in Cambodia to build. Obviously, if wind load is to be incorporated in the analysis...
@Dik: Thank you for your response. I think CP system is an option to consider. What do you think about leaving the piles as they are if the structural engineers prove that these piles only receive compression loads? Or we can just add another shorter piles alongside to resist any uplift and...
Hi guys,
May you kindly share the experience of how you rectified the low concrete cover of the bored pile that's already cast? The specified concrete cover should be 75mm but it's found less than 30mm at the actual site. To add an additional concrete cover or providing a protective coating on...
Hi
My name is John, currently working as a structural engineer. I have had some discussion with my college and couldn't get an ultimate conclusion about some issues in FEA. I would like to raise some questions here and would be really appreciate if someone could answer them for me.
1. As much...
