Movable and Long-span Steel BridgesGeorge A. Hool, William Spaulding Kinne, Roy Richard Zippoldt, Harold Edward Langley |
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Contents
Cablelift bascules 8 bascule pier | 63 |
Design for main trunnions | 76 |
Design of lateral system | 93 |
Copyright | |
63 other sections not shown
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Common terms and phrases
acting action adjustment anchor anchorage applied arch assumed bascule beam bearing bending bottom bridge cable calculated cantilever carried cent chord closed columns completed components computed concrete connection considered construction continuous counterweight curve dead load deflection determined diagram direction distance effect elastic elastic curve equal equations erection expression fixed floor follows forces formulas frame gear girder give given hinge horizontal influence line kips lateral leaf length lift live load lower maximum method moment moments moving necessary negative obtained operation panel point pier placed polygon position produced reaction redundant represent resulting River shear shown in Fig side spans simple span steel stresses structure suspended Table temperature term thrust tower trunnion truss uniform unit upper values vertical weight wind wire
Bibliographic information
| Title | Movable and Long-span Steel Bridges [Their Structural engineers' handbook library], George A. Hool |
| Editors | George A. Hool, William Spaulding Kinne, Roy Richard Zippoldt, Harold Edward Langley |
| Compiled by | George A. Hool, William Spaulding Kinne |
| Edition | 2 |
| Publisher | McGraw-Hill Book Company, Incorporated, 1943 |
| Original from | the University of California |
| Digitized | Oct 4, 2007 |
| Length | 525 pages |
| Export Citation | BiBTeX EndNote RefMan |