Class_notes_week5

Class_notes_week5 - 2 f) L y 3, 3 ~ ’ l A mxm thamng ~ ....

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Unformatted text preview: 2 f) L y 3, 3 ~ ’ l A mxm thamng ~ . , m a sahd shaft of 3 S—m ) DO rpm (1')) “'7‘” , w m 5351;“ {ha m 5 hp at a spaed 015 \w ‘4‘ Determine, mks: as it transmits 7 ,5 {3% .5433: i; 323351?» a f, 51 z , m g n . . 2 u. 1.5, i . 5H3 "w A, . if, iiiEf , xi. f r» _. ihaaaikgi, a .3253 Eéitzxiii, A gammy mcmbs ‘ having the section shm n 'IS {aimed {mm ‘ar'mg wars 'musi not ex— cst [Oi‘que that can be appéiad to the, member. l A .4 N? M *rva E‘e‘A# 50 3'31111/—#‘*‘i ‘ i F“ / r _. ’”” i A» W} 10 mm {Mg VAL § 1‘ i . i 1 K“ L. | % WW"? [0 mm \ : 12:53, is? ,_ 12.21 a \ j. :. s V fliu _ {5 fit ‘x. y r § Au 41 am”: 4.2 Knowing ma: {he coup} shw’m ads in a verticai piane g; 7 fl, {ermine {ha Stress a (a) point A, (.15) point B. 4,? ihmugih 4.9 Two 'vez’ticai forces are applied 1:0 a beam of L )6 cross caction shown, Determine the maximum tensiée and compressive portion BC of the beam. 11") mm 10 m m —*3 z E 2 I +—««a~ r~ 250 mm flaw—— 1,30 mm 2: $3. .5523 oi c 312w K: , a may 35% a. . iii. Jib w fl 4. May 5m 45:. {iiiiiaéeikzai 3 1325:3355“ a; 4.38 afid 4(41‘3 stag} bar {ES = 210 GPA) and an aEuminum bay (Ea : 70 GPa) are bondfid {ogsiher t0 fem) the COmposite bar Shewn. Dretermme the maximum stress in (a) the aluminum, (5) the, steeé, Wham {he bar is heat about a horizcmai axis, with M I 200 N * m, few» 36 mm AW»? ...
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This note was uploaded on 03/08/2011 for the course CE 3400 taught by Professor Moorthy during the Spring '09 term at LSU.

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Class_notes_week5 - 2 f) L y 3, 3 ~ ’ l A mxm thamng ~ ....

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