Raju, NK (1970) Design of rectangular reinforced concrete slabs supported on all the sides with a short discontinuous edge. In: Building Science, 5 (3-4). pp. 181-185.
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Bending moment coefficients for the design of rectangular reinforced concrete panels supported on four sides with a short discontinuous edge are derived using the strip theory. The moment fields resulting from the use of proposed coefficients are examined in terms of the moment volume for possible savings in reinforcement and compared with other codified procedures. The strip coefficients averaged over the corresponding sides of the panel, besides resulting in considerable savings in reinforcement, are found to be identical with the coefficients predicted by simple yield line theory using an orthotropic layout of reinforcement.
|Item Type:||Journal Article|
|Additional Information:||Copyright of this article belongs to Elsevier B.V.|
|Department/Centre:||Division of Mechanical Sciences > Civil Engineering
|Date Deposited:||21 May 2010 07:42|
|Last Modified:||19 Sep 2010 06:07|
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