Movable and Long-span Steel BridgesGeorge A. Hool, William Spaulding Kinne, Roy Richard Zippoldt, Harold Edward Langley |
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Contents
PREFACE TO THE SECOND EDITION | 1 |
Design of floor system | 79 |
Design of lateral system | 93 |
Copyright | |
24 other sections not shown
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Common terms and phrases
acting anchor applied arch assumed bascule beam bearing bending bottom bridge cable calculated 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 elastic curve equal equations erection fixed floor follows forces formulas frame gear girder give given hinge horizontal influence line kips lateral leaf length lift live load lower machinery material maximum method moment moments moving necessary negative obtained operation panel point pier placed position produced reaction redundant represent resulting River shaft shear shown in Fig side spans simple span steel stiffening stress 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 Movable and Long-span Steel Bridges, William Spaulding Kinne [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 |