~ ES-282 Final Exam Spring 1996 PAGE 3 Number - 2. (20 Points) A cantilever shaft is subjected to the shear and torsional loads shown below. The diameter of the shaft is 3 inches. The shaft is made of 6061 T6511 aluminum. A) Determine the locations of maximum stress (be very specific). B) Determine the magnitude and direction of the principal stresses at one of the locations identified in A) and show them on a properly oriented element. C) 6061 T6511 aluminum is a ductile material which yields in shear at 12 ksi. Determine the factor of safety against yield. ~ 1: / r- x IS b -i t:B-4bU:L~L l"INAJ.a t:XAM Fall .L~~::5 PAGE 4 Number 3. (20 Points) A composite shaft is made by shrink fitting a aluminum tube over a steel core so they act as a unit in torsion. For a torque of 100 in-kips applied to the end of the shaft. GAL=4xl03 ksi GSTL=12xl03 ksi Determine A) The rotation at B. B) The torques carried by the aluminum tube and the steel respectively. C) The maximum shear stress in the aluminum. shaft, fTL i Z ~ ~ -- =- ~ ~o II - ~ : - -::. ~~ IDO IN-/(. ~ ~II Summer 2002 CIVE 1160 Torsion Quiz ~ The A-36 steel shaft rotates at w = 1000 rev/min and tansmits the power shown.Determine the absolute maximum shear stress in the shaft and the angle of twist of C with respect to E if the inner and outer diameters are di =30mm and do = 50 mm,respectively. Probs. 5-53/5-54 G-= 7rc;tOA tW--= - /1'1""" .s Summer 2002 CIVE 1160 Torsion Quiz (5-53) The A-36 steel shaft rotates at w = 1000 rev/min and ~mits the power shown. Determine the absolute maximum shear stress in the shaft and the angle of twist of C with respect to E if the inner and outer diameters are di = 3(Jmm and do = 50 mm,respectively. 7 S' G G-::. IW-= uJ::' IOOt!l.!-4 f'e;? IN""' ---.s ~ -:.. I~#P If? ./., u.; - 2m '~ :: /6 iI. j 2.. ~- D 1.5m \' ~) ".:.11 'I ) ( hI;~ t:..11 ~N'1'It, Ie>tf..j(. ,.df -:..o,f71J'\ 0.5 m' - f71N.~ - :>7 - ~ 2.~c. if'lII? ~ ~ t> ~~~? T 1VI1tj( '----- CJ'1~1t - rYt./r: -.;.. - ~::._--- - r? 3, d6CIV. IJ/1I1? (J"b~p Jh",,) -f-" - f r~ -,o7'3PY -- -, ) t>tf IJ r (- {/a ,j I ~ 0::'- N..", ~ (7J;m .,-;., )(~1;)/ - 6 - M P" t ~ /J/R: &; c./I) (7Jj;;' if, '] (.If-IVI'YI\ f ((~1 -(i-!rJ J" ~ qr;f660/l'M,... ~~~ (I J Of) I ~ )rtf/) ~. ::;::::::::::-' 0/, J/ ~ ,) " ~..,)(~ ((S~lJI:/) Os~7tf) -..... ~) !~C. ~ c.cJ Probs. 5-53/5-54 Pf211'~ t,t.fu"", , _r -- (#0 C,.t'>I<W"::" ><E 0.5m'X( tl_V ,.~~ '_. t7 .. NUMBER - THE UNIVERSITY OF TOLEDO COLLEGE OF ENGINEERING Summer Semester 2002 INSTR: D.K. NIMS, P.E. CIVE 1160 Engineering Mechanics of Materials Quiz 6 Torsion NAME: THERE IS ONE PROBLEM. PROBLEM POINTS SCORE #1 PAGE 1 10 ES-282 Name Torsion Quiz Spring 1996 PAGE 2 2. Set up the equilibrium equation and compatibility equation for the following problem. 5-89. The tube is made from 2104-T6 aluminum and has an inner diameter of 35 mm and an outer diameter of 60 nun. A torqueof T = 900 N ' m is appliedto its endB. If it is filledwith an A-36 steel plug AC, determine the maximum shear stressin the aluminum and the steel and the rotation of the end B. ~ (j}~/1I- /;tJ f' <S:>G ~ljll,.. I 111""--14"":11,,/0, \ \ \ Prob. 5-89 ! f ) 1/J (j) E t. .n' t ~' 1t:1D" J,I!:. It ill d ~ lAL v , t ~ -~ Tnt.. qc- 9~CI )f/' .i&? TA -I7J"7L -- ($) G/41' ~TJ,. (1) c.. tPt:.j,f ~ AI... ;I f.a d ~ I" , T#~t.) (.9~) ,,-~._--Gf J~ -~- T~t.. C, c.}pej .~-~,---~ 6,11 to J~ t. :TJT~ be,.. C-tlPl1 :::::.. c.< --= /It// e:..s: tt:.c..A AI~ 7- ~~.l.., ",J~ 4~ ~<tIJh'tt::- .' J'Ac: c..~-".1' ,", 4: r ~.,.,d./ e!", or ...;t4L ,- . I'll ~ 4! je;"'-$ ;Ie. /! ~ .4~5 c::.P/I rL/'rrn 3. Why are there no thermal problems in the torsion chapter? /c;:..J"c ;c: ~j.-r /I1e.- Z#i/v/ /"/~ /\!:. '!f/P'41/~ //5A..r: cc.l ~/<:::~./p""c. /'1 cd v.c:.« -, 't:>14 / ~d ~ '1 /- //e> 7 rt t. ES-282 Torsion Quiz Spring 1996 Name PAGE 2 2. Set up the equilibrium equation and compatibility equation for the following problem. . . -. 5-89. The tube is made from 2104-T6 aluminum and has an inner diameter of 35 mm and an outer diameter of. 60 mm. A torque of T = 900 N . m is applied to its end B. If it is filled with an A-36 steel plug AC, determine the maximum shear stressin the aluminum and the steel and the rotation of the end B. J, \ '\ \ Prob. 5-89 --- 3. Why are there no thermal problems in the torsion chapter? 'J ES-282 Torsion Quiz Spring 1996 Name (\c./- PAGE1 1. ~ ""-"""."';".'--'--'-.-' '--'" -,.~. :.-'.-. .; *5-56. The gears 3,ttachcd to the 304 stainless steel sbaft are ."~subjected to the torques shown. Deten\1inethe angle of twist of .' ~. ", ..., ~t' gear C with respectto ge'arB. The shaftbasa diameterof 1.5 in. @OIb.ft 1500 Ib.ft " Probs. 5-55/5-56 \ ES-282 Final Exam Spring 1996 PAGE 7 Number - 5. (20 Points) The stepped steel shaft AC shown below has a load of 4 in-kip applied at B. The shaft is rigidly supported at A and C. Gsteel= 12 x 1O6psi Determine A) Determine the reactions at A and C. B) The rotation at B. C) The maximum shear stress in the assembly.
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