Re: General Discussion
Posted: May 2nd, 2012, 1:23 pm
How do people feel about sand loading? I think our technique might have cut us short over 1kg, or even a few kg, of sand last weekend at states...
Height: 70cm
Tower weight: 10.16g (went heavy for states, upping the density in mostly the legs of chimney and the base)
Mass held: 11.6kg
Score: 62.795
We let the sand trickle in at the beginning for the first few minutes, to ensure that the bucket "stabilizes" while holding the mass and does not have too much movement. Once we feel that the trickling is down, we slowly bring up the speed to a "slightly slower than reasonable" pace. When the tower shows signs of stress or lean, we max out the sand flow. At states, although we sanded the tower to be as perfectly level as we could (I live at school, therefore its harder to have a ton of resources. I don't have a garage where I can just grab what I need or go get it on my own), the chain made contact with the chimney/base connection in the longer horizontal direction (I guess at around 7 or 8kg). The tower appeared to be "settling well" and supporting the load, but we became very conscious (and maybe overly worried) with the chimney/chain lean. We maximized sand flow, and it appears that this rapidly increased flow caused a slight jerk to go through the tower right before it failed. The point of failure was in the upper diagonal bracings in the long horizontal direction on both sides of the tower, once these broke under compression (very obvious in the video we have), the tower tipped in the longer horizontal direction. Would a more greater, but still moderate, amount of sand flow be a more viable option once the tower is supporting enough mass to minimize bucket sway/jerk motions?
Any thoughts? If you want me to post the video, I can do that and put up a link.
Height: 70cm
Tower weight: 10.16g (went heavy for states, upping the density in mostly the legs of chimney and the base)
Mass held: 11.6kg
Score: 62.795
We let the sand trickle in at the beginning for the first few minutes, to ensure that the bucket "stabilizes" while holding the mass and does not have too much movement. Once we feel that the trickling is down, we slowly bring up the speed to a "slightly slower than reasonable" pace. When the tower shows signs of stress or lean, we max out the sand flow. At states, although we sanded the tower to be as perfectly level as we could (I live at school, therefore its harder to have a ton of resources. I don't have a garage where I can just grab what I need or go get it on my own), the chain made contact with the chimney/base connection in the longer horizontal direction (I guess at around 7 or 8kg). The tower appeared to be "settling well" and supporting the load, but we became very conscious (and maybe overly worried) with the chimney/chain lean. We maximized sand flow, and it appears that this rapidly increased flow caused a slight jerk to go through the tower right before it failed. The point of failure was in the upper diagonal bracings in the long horizontal direction on both sides of the tower, once these broke under compression (very obvious in the video we have), the tower tipped in the longer horizontal direction. Would a more greater, but still moderate, amount of sand flow be a more viable option once the tower is supporting enough mass to minimize bucket sway/jerk motions?
Any thoughts? If you want me to post the video, I can do that and put up a link.