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Structures in Architecture
Structure and Loads
13 other sections not shown
A36 steel acting analysis angle arch architect architectural assumed axial force axial load bars bending moment diagram bending stress buckling building cable calculated cantilever centroid coefficient column compressive stress considered contraflexure dead load deck deflection depth determined diameter dome edge beams equation Example factor factor of safety floor folded plates folded-plate structure given in Table glued laminated timber grid hence joint kip ft kN/m lb ft lb ft/ft lb/ft lb/in length live load load propagation material maximum positive membrane negative neutral axis obtained permissible stress pins radius of gyration reactions rectangular reinforced concrete resultant rigid frame roof shape shear force diagram shear stress shell shown in Fig simple snow load space span statically statically determinate strip structural system Taking moments tensile tension thickness three-pin timber total load truss uniformly distributed load vertical equilibrium wall width wind load zero