dccd
Civil/Environmental
- Feb 19, 2021
- 150
In this video , at 22.00 to 24.00 minutes, the author assign different slab thickness to make the punchign shear design os slab pass. Just wondering, why when the author increased the thickenss of slab, the compression on the pile decrease ?
My thought is when thepile cap thickenss is increased, the selfweight of pile cap become higher, shouldnt the compression on the piles become higher?
![[ponder] [ponder] [ponder]](/data/assets/smilies/ponder.gif)