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Reinforced Concrete Design

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This historic book may have numerous typos and missing text. Purchasers can download a free scanned copy of the original book (without typos) from the publisher. Not indexed. Not illustrated. 1912 Excerpt: ...minimum positive or maximum negative moment at midspan by M = (HWd-5W() where W( = total load supported by beam, Wd = dead load supported by beam. It will be seen that for a given load to be supported, this distribution gives a higher moment than a uniform load on the same span. (3) Concentrated loads at midspan.- ...

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