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Design and static calculation of bridge with span 90 ft and width 34 ft; roadway is 23 ft clear between curbs and two footwalks are each 5 ft wide; bridge consists of two double cantilever arms of 30 and 15 ft; cantilevers are designed for live load of 200 psf in addition to dead load; live load on footwalks 100 psf.
Design and static calculation of bridge with span 90 ft and width 34 ft; roadway is 23 ft clear between curbs and two footwalks are each 5 ft wide; bridge consists of two double cantilever arms of 30 and 15 ft; cantilevers are designed for live load of 200 psf in addition to dead load; live load on footwalks 100 psf.
Double cantilever concrete road bridge
Surveyor
Wilson, W.S. (author)
1952
3 pages
Article (Journal)
English
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