The Elasticity and Resistance of the Materials of Engineering |
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Common terms and phrases
47th Congress angles annealed applied beam bending bending moment brick cast iron cent coefficient of elasticity column compression member concrete condition cover-plate cross-section curve cylinder d₁ deflection determined diameter distance ductility elastic limit engineering equal equation experiments extreme fibres eye-bar flange formula fracture girder give given greatest intensity Hence inertia intensity of stress joints length less material maximum metal moment of inertia mortar neutral axis neutral surface normal section piece pine plates portion Portland cement pounds per square preceding punched radius radius of gyration ratio rectangular represent resilience rivets rupture sand shear shown in Fig span specimens square inch steel strain Table taken tensile stress tension thickness timber tion torsion transverse ultimate compressive resistance ultimate resistance ultimate tensile resistance uniform load vary W₁ weight wrought iron zero ΙΟ
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