Design of Steel Bridges: Theory and Practice for the Use of Civil Engineers and Students, Volume 1 |
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Contents
CHAPTER II | 32 |
CHAPTER III | 40 |
Moments and Shears from Moving Concentrated Loads in Spans without Floorbeams | 44 |
Copyright | |
166 other sections not shown
Other editions - View all
Design of Steel Bridges: Theory and Practice for the Use of Civil ..., Volume 1 F C Kunz No preview available - 2015 |
Design of Steel Bridges: Theory and Practice for the Use of Civil ..., Volume 1 F C Kunz No preview available - 2015 |
Common terms and phrases
assumed axle beam bending bending moment bottom chord bracing braking force calculation cantilever cars center of moments centrifugal force chord members compression compression members counter-diagonal dead load stress depth distance end posts end reaction equivalent uniform load external forces eyebars falsework flange flange angles floor system formula highway bridges hinges I-beams impact influence area influence line influence ordinates lateral system live load stress load unity longitudinal main diagonal main girders moments and shears number of rivets obtained ordinary bridges panel concentration panel length panel load panel points Pin pis Plate Girder Bridges plate girder spans polygon Queensboro Bridge rail railroad bridges railway shear in panel simple span Single-track span length specifications statically determinate steel weight stringers swing bridges Table tons top chord track truss members truss spans unit stresses usually values vertical component viaducts Warren truss wheel loads width wind pressure
Bibliographic information
| Title | Design of Steel Bridges: Theory and Practice for the Use of Civil Engineers and Students, Volume 1 Design of Steel Bridges: Theory and Practice for the Use of Civil Engineers and Students, F. C. Kunz Volume 2 of Structural engineering. [II], F. C. Kunz |
| Author | F. C. Kunz |
| Publisher | McGraw-Hill book Company, Incorporated, 1915 |
| Original from | the University of Michigan |
| Digitized | 5 Dec 2007 |
| Length | 472 pages |
| Export Citation | BiBTeX EndNote RefMan |