A Test of Three Large Reinforced Concrete Beams

A N Arthur Newell Talbot

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Per sq. In. For the maximum applied load of 840 000 Ib. For the applied load of 811 000 Ib. , where the yield point had evidently been passed, the calculated tension is 52 300 Ib. Per sq. In. It seems probable that the yield point was reached at the applied load of 780 000 Ib. These values check up with the yield point of the material with- in the limits of variation of such materials.
QOO ooo 6OOOOO > 4OO OOO 200000 * 5 3 I ! 1

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