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Structures in Architecture
Structure and Loads
7 other sections not shown
A36 steel angle arch architect architectural assumed axial force axial load bars bending moment diagram bending stress buckling building cable calculated centroid coefficient column compressive stress considered contraflexure dead load deck deflection depth determined diameter equation Example extreme fiber factor factor of safety floor force system fs fs fs given in Table glued laminated glued laminated timber hence horizontal force horizontal shear joint kip ft kN/m lb ft lb in.2 lb/ft length live load load propagation material method neutral axis obtained permissible stress pins point load position propped cantilever radius of gyration reactions reinforced concrete resultant rigid frame roof shear force diagram shear stress shown in Fig slab snow load span statically statically determinate steel beam structural system Taking moments tensile tensile stress tension three-pin timber total load ultimate load uniformly distributed load vertical equilibrium vertical forces wall weight wind load zero