Research Article
Jan 1950
Nomographic Analysis of Rectangular Sections of Reinforced Concrete
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 115, Issue 1
Abstract
Several methods are in current use for the design of reinforcement in rectangular sections of reinforced concrete subjected to bending and direct stress. However, most of them require the use of numerous diagrams or tables; involve long and laborious computations; and are useful mainly in analyzing designs previously made, rather than in making an original design. In designing it is customary to assume the amount of reinforcement and then to check the assumption. If the assumed reinforcement is inadequate or uneconomical, a new assumption must be made and the process repeated until a satisfactory design is obtained. This process is laborious and time consuming.
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© 1950 American Society of Civil Engineers.
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Published in print: Jan 1950
Published online: Feb 10, 2021
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W. P. Linton, M.ASCE
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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.