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| DESIGN AND CALCULATION OF BRACKET FOR A LONG SPAN BOX SECTION ARCH BRIDGE |
| KUANG Yong |
| Sceience and Techno logy Department of China Railroad Construction General Corporation |
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Abstract In this paper，the method of design and calculation of bracket for a cast~in-site reinforced concrete box section catenarian arch bridge without hinge has been introduced. The bridge has a span length of 220 m and the height of the arch is 40 m. The bracket is assembled with universal rods，military beams and other standard members.
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Received: 20 April 2000
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2000, Vol. 17 
