Brief Report
Jul 1981
Moment Distribution Factors for Pipe Encasements
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 107, Issue 7
Abstract
Many times the engineer is confronted with the structural design of a concrete encasement for a circular pipeline. The positive and negative moments in the encasement caused by the design loading conditions can be determined, in part, by applying moment distribution around the encasement. A problem arises, however, in determining the carry-over factors and fixed-end moments to be used in the moment distribution calculations.
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Published In
Journal of the Structural Division
Volume 107 • Issue 7 • July 1981
Pages: 1355 - 1359
Copyright
© 1981 American Society of Civil Engineers.
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Published in print: Jul 1981
Published online: Feb 1, 2021
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Authors
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George P. Martin, M.ASCE
Civ. Engrg. Assoc., Los Angeles Dept. of Water & Power, 111 North Hope Street, Room 1330, Los Angeles, Calif. 90012
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.