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...


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

Extracted 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<br>FIG. P8.15<br>

Extracted text: P FIG. P8.15

Jun 11, 2022
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