Adams, Henry · London, New York [etc.] Longmans, Green, and Co. · leaf 244
m, the bending momentdiagram must be drawn out as in Fig. 585, then the upper middlerod may be turned up at the points where the bending moment isone-tenth less, as at ab, or 12 ft. from either end. The two upperinner rods may be turned up at the points where the bending momentis Yo less, .is at… … 230 THE MECHANICS OP BUILDING CONSTRUCTION As a rough check upon the section adopted it may be useful to notethat approximately the bending moment in cwt.-ins. on the simplereinforced concrete beam = hf. In this case M = iSfaMo _ ^gQg3 cwt.-ins., as already found,and M^ = 21 x 45^ = 42525, showing…
Building · Structural analysis (Engineering)
Internet Archive · Cornell University Library · Public Domain Mark 1.0. Free to use for anything.
