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8.15 The force P acting on the concrete column has an eccentricity e. Because concrete is weak in tension, it is desirable to have all parts of the column in com- pression. Determine the largest value of e for which there is no tensile stress any- where in the column. (The area that is the locus of points through which P can act without causing tensile stress is called the kern of the cross section.)

8.15 The force P acting on the concrete column has an eccentricity e. Because concrete is weak in tension, it is desirable to have all parts of the column in com- pression. Determine the largest value of e for which there is no tensile stress any- where in the column. (The area that is the locus of points through which P can act without causing tensile stress is called the kern of the cross section.)

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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8.15 The force P acting on the concrete column has an eccentricity e. Because concrete is weak in tension, it is desirable to have all parts of the column in com- pression. Determine the largest value of e for which there is no tensile stress any- where in the column. (The area that is the locus of points through which P can act without causing tensile stress is called the kern of the cross section.)
Transcribed Image Text:8.15 The force P acting on the concrete column has an eccentricity e. Because concrete is weak in tension, it is desirable to have all parts of the column in com- pression. Determine the largest value of e for which there is no tensile stress any- where in the column. (The area that is the locus of points through which P can act without causing tensile stress is called the kern of the cross section.)
P FIG. P8.15
Transcribed Image Text:P FIG. P8.15
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