Thoughtclaw
Structural
- Apr 28, 2016
- 54
Hey folks, I've been asked to design a bridge structure that will carry some piping across a parking lot, a span of 70 feet. The client was thinking a suspension bridge might make the most sense, given the long span, but we're only talking about a load of 2.9 pounds per lineal foot, and the pipe is only 2" in diameter. Obviously the concern with just using a channel or I-beam or what have you is that it would have to be far heavier, but a suspension bridge would require an awful lot of labor. Does anyone have some advice for me?