Design of Plate Girders |
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Common terms and phrases
allowable assumed BACK TO BACK beam bearing bending bolts bottom flange bracing bridge carry cent center of gravity clearance CM CM CM column compression members compressive stresses computed connection considered cover plates cross-section dead load deflection determined diameter drawing effective depth engineer equal erection falsework fiber stress flange angles flange area flange rivets flange stress floor floor-beam formula gage give gross area gross section gussets hitch angle influence line length less maximum shear method minimum MOMENTS OF INERTIA necessary neutral axis number of rivets panel point pieces plate girder punching radius of gyration Railroad result rivet holes rivet pitch rivet spacing shearing stress shown in Fig span Spec splice plates square inch steel stiffeners stringer TABLE templet tensile tensile stress Thickness of Angles tight filler top flange trusses VARIOUS DISTANCES BACK vertical webs weight width
Bibliographic information
| Title | Design of Plate Girders |
| Author | Lewis Eugene Moore |
| Publisher | McGraw-Hill book Company, Incorporated, 1913 |
| Original from | the University of Wisconsin - Madison |
| Digitized | 3 Oct 2008 |
| Length | 285 pages |
| Export Citation | BiBTeX EndNote RefMan |