By Colin O'Connor
ISBN-10: 0203185927
ISBN-13: 9780203185926
ISBN-10: 0419246002
ISBN-13: 9780419246008
This booklet offers an in depth precis of bridge so much from a global standpoint. The authors disguise all points from the method at the back of the calculation of bridge so much and the advanced interactions among rather a lot and bridges, to fiscal concerns. a variety of bridge lots are coated, together with street motor vehicle so much, pedestrian rather a lot, railing so much and wind quite a bit. The constitution and layout of bridges to deal with those a lot are tested and examples supplied. various modes of failure and present codes of perform also are covered.This e-book is exclusive in its particular exam of the loading and may be an invaluable instruction manual for structural engineers and architects all in favour of bridge development. it's also suggested to senior undergraduates and postgraduates of structural engineering and bridge layout.
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Extra info for Bridge Loads
Example text
The case serves as a reminder of the major forces that may be applied to a bridge by a stream in flood. In some cases, the piers of a bridge, if inclined in plan to the flow, may act as an aerofoil, generating horizontal forces equivalent to both lift and drag. In a rising flood, water may be trapped beneath a bridge, causing buoyancy forces that lift the bridge and cause its destruction. High flows may also cause scour around the piers, causing them to fall. These matters will be discussed further in Chapter 11.
5. 4. Fig. 12 Deflections under a moving point load 31 32 FAILURE Suppose the vehicle velocity is 25 m/sec and the span, 25 m. 2 sec. 8 m/sec , the vertical displacement would be In fact, the effective acceleration is likely to be far less. 9 times the collapse value causes only small inelastic deflections; (b) even if the load were to equal the theoretical collapse value, the dynamic accelerations that occur over the limited period when the load is near midspan may not cause excessive deflections.
Fig. 3 m, constructed in 1953. On the morning of 4 December 1985, it was found to have collapsed by bending at mid-span; it may represent the first collapse of a prestressed concrete highway bridge in the United Kingdom. It is believed that there was no traffic on the bridge at the time. In cross section, the bridge was made up of edge units beneath the footways, and then nine precast Isection beams, with the flanges touching, joined by transverse prestressing. 44 m long, with longitudinal, post-stressed tendons passed through ducts formed in the segments.
Bridge Loads by Colin O'Connor
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