Smenk2. Kg Coller, at c ShmnCeller, at C Shounto eFig 6.2 is EltachedSi ffners8PringIf hewithen d enCen Stant K =ef o-75m.frem rest et Peint A.End the homalfede en he Coller atun 8tre tehedCollerLengtreleasedisCeleulateFerceit'saccelera tionof theHhein stent0-75MAwww%3D

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Smeok 1Her herwn to a Bering With Fig 6.2 is En d eun SE ffners Com Stkant K = ef o-75 m. If ke frem rest accelera tion fede en the Coller at Y= Tm skre te hed Lengt is releafed it's of the in stant at Point A. End the homal elate ce

Smeok 1Her herwn to a Bering With Fig 6.2 is En d eun SE ffners Com Stkant K = ef o-75 m. If ke frem rest accelera tion fede en the Coller at Y= Tm skre te hed Lengt is releafed it's of the in stant at Point A. End the homal elate ce

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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Sherwn 2. Kg 6.2 is altached Cen Stant K = Lengt releafed Coller at C to Sering With Brym If ke Emenk A Fig th en d en ef 0-75 m. frem rest et Peint A. accelera tion end Hhe hema fede en He Collar at un 8tretehed is Coller Celeulate Ferce Hhe it's ef the in sleant 0-75M. Ih = 3x /m wwww
M-(1zy.z– ly.y) + M,(1;.z – lzy-y) Iz.ly - Izy loa - Ol dy Pr My Formüller; o =- • 01 • Ox 2 Pr Ox + dy o - Ga0, + o3 < of , Jort • 02 2t Tmaks 2 2 2 w Oz + Oy Tc d?y M(x) - a.2 Omaks.min + Ty , 8 = aAT, 1 =. EI (**-%)* + r3y · tejp - MalanıcpXc, @pc EI Malanipc EI A (0x Tầy • tc/p Tmaks 2 В ƏM Map dx, Per vQ It EI Calculate the reaction at support A for the beam and loading shown in the figure. w = 5 N/mm and L = 1.2m 2250 N 3520 N 1930 N 2680 N 3210 N
M-(Izy.2-ly.y)+ M,(1z.2 – Izy.y) Iz.ly - Izy Pr My Formüller; o -- t Pr Oz + Øy Gort Tmaks 2t 2 2 2 Oz + dy + Tc d?y M(x) Omaks.min + Ty, E= aAT, T = 2 2 I dx? El MalanıcpXc, @pjc Malanıpc El Tmaks = EI ƏM 1²EI VQ EI M dx. Per It Both ends of the fixed (fixed) rod were mounted at 0 °c. Calculate the minimum diameter of the bar so that there is no buckling in the bar when the ambient temperature rises to 100 °C? a= 12.10-6/°C, L= 5 m 13,069 cm 10,024 cm 15,034 cm 18,038 cm 11.026 cm
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4 So hef Shaf s mat transmitte 120hw power at 1H0r pm the Shaft 78 om of 0sm fom ont end of the ben the Shaft n3 Ssuppreel loetreen two beyn Whel cre 1.9m apart of the allowsbre SFropp are Shour SOMPA Cue/ benay somp befaymie OReaction t the suppert: burdiy memint Terq we clue to ponr diame per Suitebre Dets = 1 20 hn N THO TpM lo hn 1-9m T- 50MP 0=50MPa
Solve for "x" in terms of L. Show solutions.
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M-(1zy.z-ly.y)+ M,(1;.z – lzy.y) Iz.ly - Izy Pr My Formüller; a =- • 01 • Ox 2 Pr Ox + dy o - o0, + o3 < ož , Jort = • 02 = 2t Tmaks 2 2 w Oz + Oy Tc d'y M(x) + Ty , 8 = aAT, T=. I dx2 - a. Omaks.min %3D EI MalanıcoXc, @pc El Malanipc EI A (0x Tmaks + Tây tc/p = 2 В n'El ap ax. Per = vQ It y EI L- Calculate the reaction at support A for the beam and loading shown in the figure. w = 5 N/mm and L = 1.2m 2250 N 3520 N 1930 N 2680 N 3210 N
M;(Izy.z- ly.y) + M,(1z.z – Izy-y) • Ox Pr Мy Formüller; o =- . Oj = Iz.Iy - Izy Pr b = 60 mm oå - o0p + o3 < oỷ , Jort Ox + Oy Tmaks 2. 2t a = 50 mm 2. Oz + Øy Te d?y M(x) (O2) + 13y , ɛ = a&T, t = 7' dx² I dx? 0x – Oy 2 Omaks.min = EI A P, = 15 kN MalanıcpXc, @pjc * EI Malanıpc *) + r3y • tejp = Tmaks = 2 EI OM dx, Pgr M VQ y = %3D It P; = 1s kN As shown in the figure, the forces P1 and P2 are applied to the end A of the rod AB welded to the cylindrical element BD with a radius of 20 mm. a) Find the normal stress at point K according to the given data. b) Find the shear stress at point K in absolute value according to the given data. c) Find the maximum principal stress at point K according to the given data.
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