. American engineer . -Spnnff Cenhrs 39 —Whee/ Base 70- Fig. 1. fiber stress will occur at the points where the springs are at-tached, and at all sections between these two points. Fig. 2 shows the method of finding the bending moment atsection X—Y through the point of spring suspension, or at anyother point X,—Y, between the spring and the support. The. Tension Componenf-s Sechon X/YiBending Moment - IVZ,Direct Tensi/e Stress - mpi = iVsin aFig. 2. section must be taken at right angles to the neutral axis, andthe distance / is measured from the neutral point of the sectionperpendicular to the
. American engineer . -Spnnff Cenhrs 39 —Whee/ Base 70- Fig. 1. fiber stress will occur at the points where the springs are at-tached, and at all sections between these two points. Fig. 2 shows the method of finding the bending moment atsection X—Y through the point of spring suspension, or at anyother point X,—Y, between the spring and the support. The. Tension Componenf-s Sechon X/YiBending Moment - IVZ,Direct Tensi/e Stress - mpi = iVsin aFig. 2. section must be taken at right angles to the neutral axis, andthe distance / is measured from the neutral point of the sectionperpendicular to the line of reaction. The bending moment atall points between B and the corresponding point on the op-posite side of the center line is the same as at B. Between B
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Keywords: ., bookcentury1900, bookdecade1910, booksubjectrailroa, bookyear1912
