Post Tension Failure Florida Bridge Collapse | Engineering EXPLAINED! | |
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Anonymous Coward User ID: 86358266 United States 03/28/2024 10:13 PM Report Abusive Post Report Copyright Violation | I can't remember off hand if this is the bridge or not, but one of the pedestrian bridges that failed was due to the fact that the engineer had previously designed a cable stay post tensioned bridge and applied the same theory to this one except the previous design was a multi span and not a single span. Since (1) span of the multi span bridge was equal to a single span previously design he used the same post tensioning. Only problem is that you don't have a negative moment in a single span bridge but you sure as hell do on a (2) span. The bridge collapsed under it's own dead load. |
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