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Journal Article

DISCUSSION

2019
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Overview
Solanki discusses an article by Indu Geevar and Devdas Menon on the strength of reinforced concrete pier caps to validate the strut-and-tie method. The authors showed an eccentricity in a loading frame but did not show the amount of eccentricity, because the eccentricity of the loading will develop moment and it has to be considered in the truss model, either in a compressive truss or in a tension tie. Meanwhle, Geevar and Menon respond to Solanki's comments on their article.
Publisher
American Concrete Institute