The Design of Simple Steel Bridges |
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abutment angle steels axle load ballast bearing bending bending moment bottom flanges braced girders bridge floor calculations camber cantilever centre girder compression concrete considered cover plate cross girder curve dead load deflection diagonal diameter distance distributed load engine equal factor of safety feet 6 inches fixed flange plates foot run formula graphically Hence horizontal inch plate inch-tons inertia join joint length live load lower flange main girders modulus moment of inertia neutral axis ordinates outer girder panel points parabola plate girders plotted portion position radius of gyration rail bearers railway bridges rectangle resistance reversal of stress rivet holes Science Series shearing stress diagram shown in Fig sleepers span square inch stiffener strut Table tensile stress tension tons per square top and bottom transverse troughs uniform distributed uniform load upper flange vertical shear W₁ weight wheel
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