. American engineer and railroad journal . LComiha/totf o/\3 <&■ 6 i i i ; (/ttdSffotttf tfesvttsfftEiid S/toc/t\ D/atjradis 6 <$•$3-{5ttff/.7f a^-l —•■•■; , ■ i i i maximum deflection at the center can be shown to beRHL DJL r EI — K!.-- or 7TE1- DL? I fence at a maximum the arm of R, or I) as the case maj be, be-comes RHL=H + or I -f- tEI — RLS J ^ tt=EI —DL2 DJ1/ and the bending moment is sVeotrjjf Ax/s< tPi/Z/iffy - Oyerttpttf fosufrar?/£/?d S/toc&\ D/atfra^s /0 <&. Sin?i/ar /o 8 v/lf/t Momet?/ Q/aqnam Be/ob Neofra//fms li ! 7 ! ! i More, 12. Com/ttt/a/iott of 7 &£ H + RHL
. American engineer and railroad journal . LComiha/totf o/\3 <&■ 6 i i i ; (/ttdSffotttf tfesvttsfftEiid S/toc/t\ D/atjradis 6 <$•$3-{5ttff/.7f a^-l —•■•■; , ■ i i i maximum deflection at the center can be shown to beRHL DJL r EI — K!.-- or 7TE1- DL? I fence at a maximum the arm of R, or I) as the case maj be, be-comes RHL=H + or I -f- tEI — RLS J ^ tt=EI —DL2 DJ1/ and the bending moment is sVeotrjjf Ax/s< tPi/Z/iffy - Oyerttpttf fosufrar?/£/?d S/toc&\ D/atfra^s /0 <&. Sin?i/ar /o 8 v/lf/t Momet?/ Q/aqnam Be/ob Neofra//fms li ! 7 ! ! i More, 12. Com/ttt/a/iott of 7 &£ H + RHL tEI —RL1 ][■ DJL* ] R I I J + To draw the curve represented by ttie transcendental equationwould mean laborious calculation and plotting. It will be foundto be a very close approximation to assume that this maximumbending moment was produced by a uniformly distributed loadover the total length of the beam. This will readily give a curvewhich can be combined with the other moment curves represen
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Keywords: ., bookcentury1800, bookdecade1890, booksubjectrailroadengineering
