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Hoist Backpropping. Overdesign??
Hi there, I am a graduate engineer so any help on this would be great as the senior engineers at my work are also puzzled with this one! We are doing a backpropping design for this hoist and coming up with some ridiculous cumulative loads that need to get backpropped for a 3kpa total slab kPa...- TempEng01
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- Replies: 1
- Forum: Concrete Engineering general discussion
