Stress Analysis and Design of Elementary Structures |
Other editions - View all
Common terms and phrases
acting allowable unit stress applied assumed bars bending bending-moment diagrams bolt bridges centroid chord column compression compression members compressive stress computed concentrated loads contraflexure couple cover plates cross section dead load deflection determined diameter dimension distance distributed load elastic Equation equilibrium polygon fixed flange floor force polygon force system formula ft-kips ft-lb girder given Grade Hinge horizontal inertia influence line intersect joint loads kips lb per sq length line of action live load lumber magnitude material maximum bending-moment moment of inertia neutral axis panel parallel positive shear pounds per square pressure produce R₁ reaction reinforced concrete resistance resultant rivet roof surface safe shear and bending-moment shear stress shown in Fig simply supported slab spacing span Specifications 1944 static statically indeterminate stiffeners strength of materials structure Teco tensile stress tension thickness timber tion U₁ uniform load W₁ weight Weld width