Journal of the Association of Engineering Societies (1881)
Association of Engineering Societies (U.S.) · New York, [etc.] Board of Managers · leaf 291
DETERMINATION OF UNIT STRESSES IN FLEXURE. 271 second intersection with circle at H, and draw the straight line OEU. Then* we shall have UOA = ETG = /? showing that OU is parallel to the neutral axis sought. More- over, as shown in Section 4, EG = Iu, GT = Zuv, and obviously I,, ET = ^-H- sin p … Then, precisely as in the preceding method, a line drawn through the center of gravity of the section parallel to OU will be the GU of Section 8 ; yt and y2 can then be scaled and extreme fibre stresses can be found by ( 10a). If the neutral axis be required, it can be located by drawing a parallel…
Engineering
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