Handbook of Structural Design in the Aluminium Alloys

aluminium alloys angle section angular displacement assumed beam bending moment bracing bracing points buckling calculated centre of rotation channel section component compression member compressive strength compressive stress constructional sections constructional steel corresponding cosine law critical endlong cross section crumpling deflection distribution Duralumin H elastic instability endlong load endlong pressure engineer equal equation EULER Euler's formula factor of safety failure in torsion fillet flange width flexural rigidity girder half wave imaginary lateral load increase individual flanges length light alloy longitudinal magnitude material minimum value moment of inertia Perry Perry's formula plane plate premature failure proof strength radius of gyration ratio relatively result of elastic shear centre shear stress shown square inch stability stanchions stiffeners stiffness strip strut curves surface temperature thin flanged tons per sq tons per square torsion constant torsional rigidity transverse twisting ultimate strength vertical whole yield point strength zed section