Adams, Henry · London, New York [etc.] Longmans, Green, and Co. · leaf 140
EXAMPLES FOR PRACTICE 125 For answer, see Figs. 406 and 406a. (NoTB.—The bending moment on the principal rafter is found by multiplying the stress in the member by the perpendicular distance to the curve, and the W Mmaximum stress is worked by the formula -:- + =-.) r/g. 404- … Span 20O Trusses /OO centres Rise y.G
Building · Structural analysis (Engineering)
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