The Structural Engineer > Archive > Volume 53 (1975) > Issues > Issue 3 > Analysis and Design of Stiffenend Plates for Collapse Load
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Analysis and Design of Stiffenend Plates for Collapse Load

Test results of nine stiffened panels loaded axially show that the Perry-Robertson formula accurately predicts the collapse load and the direction of collapse provided the imperfection term ©¯ is interpreted in a logical manner. A new expression for ©¯ is derived. Four other panels were tested in bending or with combined bending-axial loadings. Simple rules are also presented for the design of stiffened panels with these loadings. N.W. Murray

Author(s): Murray, N W