A Numerical Solution for Non-Prismatic Beams with Arbitrary Transverse Loading and End Restraint Con
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A Numerical Solution for Non-Prismatic Beams with Arbitrary Transverse Loading and End Restraint Con

The Structural Engineer
A Numerical Solution for Non-Prismatic Beams with Arbitrary Transverse Loading and End Restraint Con
Date published

N/A

First published

N/A

Price

Standard: £9 + VAT
Members/Subscribers: Free

Buy Now

The paper presents a numerical technique for solving two-point boundary beam problems. The method of analysis consists of utilizing the method of superposition in conjunction with accurate expressions for boundary-value derivatives and a double integration formula. The method particularly lends itself to the analysis of statically indeterminate beams, with non-uniform bending stiffness under transverse loading. T.J. Kotas

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The Institution of Structural Engineers

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