Adams, Henry · London, New York [etc.] Longmans, Green, and Co. · leaf 134
figr.^S BENT RIB ROOF TRUSSES 119 the complete stress diagram, Fig. 385, to one-third the scale of the othersmay be constructed. The effect of the additional members will he toavoid bending moments on the joints A, B and C, the bending momentswhen they are removed being equal to the stress in the… … 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
Building · Structural analysis (Engineering)
Internet Archive · Cornell University Library · Public Domain Mark 1.0. Free to use for anything.
