Structural mechanics : comprising the strength and resistance of materials and elements of structural design, with examples and problems (1907)
Greene, Charles E. (Charles Ezra), 1842-1903, Greene, Albert Emerson · New York : John Wiley & Sons ; London : Chapman & Hall · leaf 113
23. If Jo is the moment of inertia at the largest section, which isin this case at the wall, and / is the variable moment of inertia, I b l—x l—x I To^bo^n ~r^To dx^~EI~ ~Er~^^~~EIodv Wl ^dx EIqWl2EI0__WP •max. 2£/o a deflection 50 per cent, in excess of that of the correspondinguniform beam, while… … inese 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 /=io in.,6=4 in., h = \ in., W=^oo lb. and £=28,000,000, the deflection will be 400-10^ •4^-12 1.37 m. 2-…
Mechanics · Structural analysis (Engineering)
Internet Archive · Public Domain Mark 1.0. Free to use for anything.
![An illustration from [Graphophone patents] (1878)](https://img.insideoutlibrary.com/img/200/ia-graphophonepaten10unit-609-409.webp)
