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M-(1zy.z– ly. y) + My,(1;.z – Izy -y) Iz.ly – Izy loa – osl 2 Pr My Formüller; a -- Pr Og + dy , Tmaks Jort 2t Og + dy t Te d²y _M(x) I' dx? P. ) + rây , e = a&T, t = - aAT, Omaks.min EI Malanıcpxc El Malantpc EI Tmaks= Op/c W 1 ƏM y - M ap dx, Per vQ It - L/2|-1/2 peam is a W section drawn profile, P= 50 kN, L= 1,25 m ve E= 200 GPa since it is = 26,9.106 mm4) b) Find the slope at A. Find the deflection at C. 0,0015 rad 0,886 mm 0,0012 rad 1,859 mm 0,0007 rad 0,554 mm 0,0009 rad 1,246 mm 0,0005 rad 0,378 mm

M-(1zy.z– ly. y) + My,(1;.z – Izy -y) Iz.ly – Izy loa – osl 2 Pr My Formüller; a -- Pr Og + dy , Tmaks Jort 2t Og + dy t Te d²y _M(x) I' dx? P. ) + rây , e = a&T, t = - aAT, Omaks.min EI Malanıcpxc El Malantpc EI Tmaks= Op/c W 1 ƏM y - M ap dx, Per vQ It - L/2|-1/2 peam is a W section drawn profile, P= 50 kN, L= 1,25 m ve E= 200 GPa since it is = 26,9.106 mm4) b) Find the slope at A. Find the deflection at C. 0,0015 rad 0,886 mm 0,0012 rad 1,859 mm 0,0007 rad 0,554 mm 0,0009 rad 1,246 mm 0,0005 rad 0,378 mm

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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M-(1zy.z- ly.y) + My,(1;.z – Izy -y) Pr My Formüller; a =- I.ly - lzy Pr Ox + Oy o - Gạ0p + o < ož , Jort =: %3D •Imaks = 2t 2 Oz + Øy. + t, , εαΔΤ, τ, Tc d²y M(x) Omaks.min 2 I dx² EI MalanıcoXe, Opc EI Malanıpc El Tmaks = ƏM -dx. Pgr ӘР VQ It y = L/2- -L/2 - AB beam is a W section drawn profile, P= 50 kN, L= 1,25 m ve E= 200 GPa since it is ( Iw= 26,9.106 mmª) b) Find the slope at A. a) Find the deflection at C. 0,0015 rad 0,886 mm 0,0012 rad 1,859 mm 0,0007 rad 0,554 mm 0,0009 rad 1,246 mm 0,0005 rad 0,378 mm
Transcribed Image Text:M-(1zy.z- ly.y) + My,(1;.z – Izy -y) Pr My Formüller; a =- I.ly - lzy Pr Ox + Oy o - Gạ0p + o < ož , Jort =: %3D •Imaks = 2t 2 Oz + Øy. + t, , εαΔΤ, τ, Tc d²y M(x) Omaks.min 2 I dx² EI MalanıcoXe, Opc EI Malanıpc El Tmaks = ƏM -dx. Pgr ӘР VQ It y = L/2- -L/2 - AB beam is a W section drawn profile, P= 50 kN, L= 1,25 m ve E= 200 GPa since it is ( Iw= 26,9.106 mmª) b) Find the slope at A. a) Find the deflection at C. 0,0015 rad 0,886 mm 0,0012 rad 1,859 mm 0,0007 rad 0,554 mm 0,0009 rad 1,246 mm 0,0005 rad 0,378 mm
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