. The practical aspect of the slope deflection method and its application to the design of the Roosevelt Road Viaduct . 2f- fac/t j/>c^€r aJ /j see^ ^ro^ Ta^U ^ t^^^ ^//-/V^y /r;^^ ^^e/,ar^^; fAe ^>^ /^/.^/V^ Si^esses //. the 36. M-1^4^^ 5 A 97 Or Co/i/m/^5 Co/umyi afCa/. aC Averv^e\ . /c e r 24^i /s-zi /.SSI, ,2^ .04^1 < //.s/ i ^?O/ 1 /.Z4f i -^./^7 ^ 1 r 2-S -e^-// Z. I A* \ 18 /e-/ 13. f ?4S .090 1 s . ,wu N zUi fSfl f/.i> J-7o J.^/^ ?zs .04/ r EK \ //?S/ /.S8/ *• 98 I of inertia. Each column has a point of contraflexuresomewhere near the midd
. The practical aspect of the slope deflection method and its application to the design of the Roosevelt Road Viaduct . 2f- fac/t j/>c^€r aJ /j see^ ^ro^ Ta^U ^ t^^^ ^//-/V^y /r;^^ ^^e/,ar^^; fAe ^>^ /^/.^/V^ Si^esses //. the 36. M-1^4^^ 5 A 97 Or Co/i/m/^5 Co/umyi afCa/. aC Averv^e\ . /c e r 24^i /s-zi /.SSI, ,2^ .04^1 < //.s/ i ^?O/ 1 /.Z4f i -^./^7 ^ 1 r 2-S -e^-// Z. I A* \ 18 /e-/ 13. f ?4S .090 1 s . ,wu N zUi fSfl f/.i> J-7o J.^/^ ?zs .04/ r EK \ //?S/ /.S8/ *• 98 I of inertia. Each column has a point of contraflexuresomewhere near the middle of its length. For a certaindistance up and down of the point of contraflexure thetensile litresses will not he high enough to cause cracksin the concrete. For that portion of the length of thecolumn the full section is figured for the moment of in-ertia. In the case of column AF fifteen feet were fig-ured for the full section; feet,with the neutral axisplaced feet from the compressive face and 7,5 feet,with neutral axis feet from the compressive face ofthe section. For column EK, feet for the full sec-tion and
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Keywords: ., bookcentury1900, bookdecade1920, bookidpracticalasp, bookyear1920
