Abstract
In the previous paper, the author reported the theory of the Chain Construction with Elastic Joints from the results of the experimental study on the Sandwich Curtain Wall. It was shown that theory could be applied to the wall with close approximation in its vertical direction. In the another paper, as the results of the experimental study on deflection on the Chain Plate with Elastic Joints composed of isotropic plates and elastic joints, it was shown that practical analysis of that is very handy and the error of which obtained by this way are few. The present paper deals with an approximate solution in the Simply Suported Chain Plate with Elastic Joints, by the Relaxation Method.
