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This paper deals with the calculation of the stresses in the corner of the rigid frame with rectangular cross section. To calculate the stresses the author uses Ohono's curved beam formulas and assumes the effective hight in the diagonal section at his discretion. The maximum tangential stress thus calculated in that section coincides with the result of the photoelastic experiment fairly well.

CALCULATION OF STRESSES IN THE CORNER OF THE RIGID FRAME DUE TO CURVED BEAM FORMULAS