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Materials and Form
St Mary Woolnoth
28 other sections not shown
anti-clockwise applied arch architect architecture behaviour bending moment diagram bending moment values building buttress cable cantilever central point load centre Chapter compressive members compressive stresses condition connection contraflexure curved deflection diagonal dome equal equilibrium expressed external flanges funicular form geometry grid hollow section Hooke's Law horizontal forces horizontal reactions hypar increase joist junction kilonewtons kN-m lattice girder length live load magnitude masonry material maximum bending metres mid-span National Exhibition Centre negative bending neutral axis node point Oxford Ice Rink parabola piers pitched roof plane Plate portal frame position propped cantilever purlins rafter ratio reinforced concrete resistance ribs shear force shown in Figure side simply supported beam slab space span square statically determinate steel strength structural depth structural element structural form strut surface tensile force tensile stresses tension truss uniformly distributed load vault vector arrows vertical and horizontal vertical forces vertical reaction wall weight zero