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Structural mechanics; comprising the strength and resistance of materials and elements of structural design (1905)

Greene, Charles E. (Charles Ezra), 1842-1903, Greene, Albert Emerson. [from old catalog] · New York, J. Wiley & sons; [etc., etc.] · leaf 113

An illustration from Structural mechanics; comprising the strength and resistance of materials and elements of structural design, 1905, leaf 113
ction, which isin this case at the wall, and / is the variable moment of inertia, I b l—x l—x I Io bQ I / Io d?v__M_ W Wl_ dx2 ~EI~~ ED -*/-- EIq- dv Wl „ ■j-=— -^rrX + C, C = 0. dx EIq Wlv=—=rrx2+C; C=o. WP max. 2EU a deflection 50 per cent, in excess of that of the correspondinguniform beam,… … these strips are superimposed as shown above, the strips, if fixedat the ends, and subjected to W as shown, will tend to bend in arcsof circles, and will remain approximately in contact. If l=io in.,b=4 in., h = J in., JF=4oo lb. and £ = 28,000,000, the deflection will be 400-io343-12 = 1.37 in.…

Mechanics, Applied · Structural analysis (Engineering)

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