Calculating Bending Stresses in an Unsymmetrical Hybrid Beam
Publication: Practice Periodical on Structural Design and Construction
Volume 14, Issue 4
Abstract
This paper presents an equation to calculate the biaxial bending stresses in an unsymmetrical beam composed of elements with different modulus of elasticity values.
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References
Hibbeler, R. C. (1997). Mechanics of materials, 3rd Ed., Prentice-Hall, Upper Saddle River, NJ.
Salmon, C. G., and Johnson, J. E. (1996). Steel structures design and behavior, 3rd Ed., Harper Collins, New York.
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© 2009 ASCE.
History
Received: Jul 10, 2008
Accepted: Mar 20, 2009
Published online: Oct 15, 2009
Published in print: Nov 2009
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Master of Engineering, Graduate Student and Teacher, 4309 Ben Gunn Rd., Virginia Beach, VA 23455 (corresponding author). E-mail: [email protected]
Zia Razzaq, F.ASCE
P.E.
D.Sc., Professor of Civil Engineering, Old Dominion Univ., Norfolk, VA 23529.
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