Hello,
Has anyone here designed an offshore platform? Are there any design examples available?
I have this deep pile cap (1.2m deep) on 4 batter piles at 1.8m spacing that is subject to lateral load from lines.
I am wondering:
- Do you assume full fixity between piles and pile cap and design...
Hi,
I have a steel member connecting to a RC column. I avoid using anchors or shear studs due to edge distance issue. Instead, I have this cast-in plate with rebars that weld to it.
I am wondering if anyone can guide me on how to check the shear capacity in this case. I have gone through some...