Movable and Long-span Steel BridgesGeorge A. Hool, William Spaulding Kinne, Roy Richard Zippoldt, Harold Edward Langley |
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Contents
Design of floor system | 79 |
Design of lateral system | 93 |
Fixed part | 99 |
Copyright | |
26 other sections not shown
Other editions - View all
Common terms and phrases
acting action anchor anchorage applied arch assumed axis bascule beam bearing bending bridge cable calculated cantilever carry cent chord closed columns complete components computed concrete condition considered construction continuous counterweight curve dead load deflection determined diagram direction distance effect elastic equal equations equilibrium erection expression fixed floor follows forces frame gear girder give given hinge horizontal influence line kips lateral leaf length lift live load lower maximum method moment moments moving negative obtained operation panel point pier placed polygon position produced reaction redundant represent residual resulting rigid River shear shown in Fig side spans simple span steel stiffening stresses structure suspended Table temperature tension term thrust tower trunnion truss uniform unit load upper values vertical weight wind wire
Bibliographic information
| Title | Movable and Long-span Steel Bridges Engineering special collection 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 |