Adams, Henry · London, New York [etc.] Longmans, Green, and Co. · leaf 134
multiplied by the perpendicular distance to the neutral axis of the joint,and so far it is assumed that no stress is taken by the joints D and E.Next, assuming that the joints A, D, and E take the stress, the framediagram will have to be as in Fig. 392, and the corresponding stress … diagram as in Fig. 393. Then, as the joints B, C, D, and E will all behelping to stiffen the truss at the same time, half the bending momentfound from Figs. 384 and 385 at joints B and C, may be taken togetherwith half the bending moment found from Figs. 392 and 393 at jointsD and E, making the…
Building · Structural analysis (Engineering)
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