Re: Elevated Bridge B/C
Posted: September 11th, 2009, 1:39 pm
Max height 20cm
clearance: 30cm long x 12.5 cm high
C
I love this season.
clearance: 30cm long x 12.5 cm high
C
I love this season.
Sorry but my math sense is kicking in. That's definitely not more than doubled.T-B wrote:The 2010 guidelines are out. The clearance under the bridge is more than doubled in Division B (15cm x 15cm new vs. 10cm x 10cm old), overall height limit is raised from 15cm to 20cm, and the limitation on individual member cross-section is removed. Same structural efficiency ratio and weight limit (15kg). Let the building begin!
Sorry, but now my math sense is kicking in. Old clearance was 10x10. That's an area of 100 sq. cm. The new clearance is 15x15, which has an area of 225 sq. cm. 225>2(100)croman74 wrote:Sorry but my math sense is kicking in. That's definitely not more than doubled.T-B wrote:The 2010 guidelines are out. The clearance under the bridge is more than doubled in Division B (15cm x 15cm new vs. 10cm x 10cm old), overall height limit is raised from 15cm to 20cm, and the limitation on individual member cross-section is removed. Same structural efficiency ratio and weight limit (15kg). Let the building begin!
Anyway, I'm definitely looking forward to this year. It seems like they just added height to the bridges. And like mentioned before, what's the span?
ooh, good point.blue cobra wrote:Sorry, but now my math sense is kicking in. Old clearance was 10x10. That's an area of 100 sq. cm. The new clearance is 15x15, which has an area of 225 sq. cm. 225>2(100)croman74 wrote:Sorry but my math sense is kicking in. That's definitely not more than doubled.T-B wrote:The 2010 guidelines are out. The clearance under the bridge is more than doubled in Division B (15cm x 15cm new vs. 10cm x 10cm old), overall height limit is raised from 15cm to 20cm, and the limitation on individual member cross-section is removed. Same structural efficiency ratio and weight limit (15kg). Let the building begin!
Anyway, I'm definitely looking forward to this year. It seems like they just added height to the bridges. And like mentioned before, what's the span?![]()
I interpreted T-B's post to say that span was the same, but it would be grand if someone with rules clarified.
For that, definitely go to the archived thread of EB and search A-frame. there were quite a few discussions about that.AlphaTauri wrote:Sorry if someone has already posted this, but do you think it's more effective to build an "A-frame" bridge or a regular bridge on legs?
Our team never got around to testing this last year before States. (We were more concerned with building a bridge that would actually hold 15kg after our epic fail at Regionals where the bridge broke at 14.87kg.)
Thanks!
Yeah, I discovered that right after I posted. Oops. Thanks, anyway.croman74 wrote:For that, definitely go to the archived thread of EB and search A-frame. there were quite a few discussions about that.AlphaTauri wrote:Sorry if someone has already posted this, but do you think it's more effective to build an "A-frame" bridge or a regular bridge on legs?
Our team never got around to testing this last year before States. (We were more concerned with building a bridge that would actually hold 15kg after our epic fail at Regionals where the bridge broke at 14.87kg.)
Thanks!
I mean, as someone has surely said somewhere along the way here or in last year's section, the wood necessary for your bridge depends on your design, certain pieces needing more support than others and therefore higher density, yada yada. Not sure if this question is really answerable for anyone but the builder! Sorrydanyalukin wrote:Please PLEASE PLEASE advise my team on what type of wood (density, most importantly) we would need to order for bridges!!!
we really need help, best efficiency: 9~~.00
Thanks!