โ Scribed by L.H. Martin
No coin nor oath required. For personal study only.
I I Yq I(K4j)[ * Senior Lecturer in the Civil Engineering Department of the University of Aston in Birmingham. 253 L maximum depth of the trapezoidal failure plane in plain concrete L 1 minimum depth of the trapezoidal failure plane in plain concrete Z elastic section modulus D diameter of circular cross section
๐ SIMILAR VOLUMES
Buckling byFlexure and Torsion under Central Thrust.--Let us consider now the general case of buckling where, under central thrust, not only torsion but also bending of the axis of the compressed bar occurs. We assume that x and y are the principal centroidal axes of the cross section of the bar and
Professor of Theoretical and Applied Mechanics, Emeritus. Stanford 1 ~niversity. I N'rRO DUCTIO N. 20I \* Rigorous solutions of the theory of elasticity substantiate this assumption. \* This question was discussed by the writer. See his paper in Bull. of the Institute of Engrs of Ways of Communicati