Abstract
By an extended application of the method of calculating the deflection and stress of square flat glass, as shown in the previous paper (1), we obtained the deflection and stress when rectangular flat glass, commonly used in actual buildings, is subjected to a uniformly distributed load. After conducing relevant experiments on rectangular flat glass, we compared and examined the results of such experiments with calculations obtained by the above method. (1) Transactions of The Architectural Institute of Japan No.172 June 1970.
