What people are saying - Write a review
We haven't found any reviews in the usual places.
Ellipse of Stress and Resulting Formulae for the Special Case
63 other sections not shown
Other editions - View all
alloys application beam cement cent coefficient of elasticity column common theory compression member compressive stress computed concrete contraflexure cover-plate cross-section curve cylinder deflection determined diameter direct stress distance ductility elastic limit engineering equal exterior extreme fibres flange formula girder give greatest intensity Hence horizontal inertia intensity of shear intensity of stress interior length longitudinal material maximum member of eq metal modulus of elasticity mortar neutral axis neutral surface normal section plane plates Portland cement pounds per square pressure principal stresses radius radius of gyration ratio reaction reinforcement represent resilience rivets second member shearing stress shown in Fig shows specimens square inch steel strain stresses of tension Table taken tensile stress tension and compression tests theory of flexure thickness timber tion torsion transverse shear ultimate compressive resistance ultimate resistance ultimate tensile resistance uniform load vertical weight wrought iron zero