Adams, Henry · London, New York [etc.] Longmans, Green, and Co. · leaf 137
the former giving the direct loads and the latter the overturning forceon the walls. The bending moments and other stresses would be those 122 THE MECHANICS OF BUILDING CONSTRUCTION due to Fig. 384, and not to Fig. 392, because the bottom gussets wouldbe absent. If the walls are not rigid, it is… … horizontal forces, and increasing the bending moments on the joints.Fig. 397 will give the frame diagram for this case, and Fig. 398 thestress diagram, which can be drawn direct.
Building · Structural analysis (Engineering)
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