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 OF OPERATING MACHINERY | 124 |
lock | 145 |
Copyright | |
62 other sections not shown
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Common terms and phrases
acting adjustment allow anchor anchorage applied arch assumed bascule beam bearing bending bottom bridge cable calculations cantilever carry cent chord closed columns complete components computed concrete condition connection considered construction continuous counterweight curve dead load deck deflection determined diagram direction distance effect elastic curve equal equations erection fixed floor follows forces four frame gear girder give given hinge horizontal influence line kips lateral leaf length less lift live load located lower machinery maximum method moment moments moving necessary negative obtained operation panel point pier placed position pressure produced reaction redundant represent resulting River shear shown in Fig simple span steel stress structure suspended span Table temperature term thrust tion tower trunnion truss uniform unit 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 |