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question for any civil engineers/bridge builders? Sorry to ask this on the board but someone may know the answer. I come through roadworks on the M60 where they are building several new bridges. Why do you have the not inconsiderable bulk of a bridge span supported by a small contact patch between the span and the actual upright support of the bridge. The contact patch appears to be about 10% of the top of the upright. Surely this must concentrate the load on a small area rather than spread the load. I hope that makes sense from the description. ???:puzzled: |
Because the bridge is designed to have a virtual "knife-edge" support. Hence it is "pin-jointed" (if it's an end span). This means that no unwanted bending forces are transmitted to the supports, or the bridge itself. The bridge is free to "rock" a little at the support. |
good answer! |
Thank You Moto748. I will file that gem of information away and in 10 years time at some diner party when someone else asks i'll sound really clever, even though i'm not:D |
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