Horizontal Displacement of Dome Ring Beam

If the horizontal displacement of a steel reinforced dome ring beam is a function of 1/E, could you make a case for the E of the composite beam (Ecomp) being found thus: As * Es + Ac * Ec = Acomp * Ecomp, where As = Area of steel, Es = Modulus of Elasticity of steel, etc.?

Related Posts

Comments are closed.