Cyclopedia of architecture, carpentry, and building : a general reference work (1912)
American Technical Society · Chicago : American Technical Society · leaf 352
distance from the center of the column (see Figs.95 and 96). In case the details of the column are as given inFig. 96, the direct load due to the reaction of the truss and itscovering produces a moment due to its eccentricity. This momentis /?! X e^. Since R^ acts on the opposite side of the… … Fig. 91. --Jcmb Boi Detail of Vertical Hoist Door. •285 72 ROOF TRUSSES the first term of this ecjuation is less than the kist term, the compres-sive stress on the side of the column with the runway girder is increased,and vice vera. The stress in the column from the runway girder
Architecture · Building
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