Solutions to Problem Set No 8

Solutions to Problem Set No 8 - University of Toronto...

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Unformatted text preview: University of Toronto Faculty of Applied Science and Engineering Civil Engineering Department Structures, Materials, and Design (ClV101 F) Problem Set No. 8 November 08, 2007 Question No. 1) The compound 1 15 RN beam is fixed at A and supported by We a rocker at B and C. There are two if , internal! hinges (pins) at D and E. m Determine the reactions at the - ' a . i33‘ supports. A31: ,1.._....._.. 6 m :6 2 m 2 m 6m 777 7-i- 2 In i r”! G” M! 7 :p T4 *5“ ‘3; I") {8 “3:3 3') i (If): (U?! L WW Question No. 2) Determine the forces at each pin of the foliowing frame, if the suspended cylinder has a weight of 800 N. [:V'QQ boofl Defoe mm of}: mflmhcvs MW ‘W EA . . 22:“ 2,166.66‘?N 9c W ‘1 "‘ J ‘l N " p ‘ meg: -: ‘Zm 4-H ZMEMABrzv 53-19613 m.f~il+fi“‘(3'°"1)' 7 P)" L } £75220 w. 533 C *2 N Z CD ‘3‘"6 m??? P D 1; Fax) 3"? I'D Question No. 3) The toggle ciamp is subjected to a force F at the handle of the following machine. Determine the verticai clamping force acting at E. What are the internal forces at each pin? Fife. citaji’cxh’w a}? niemhe‘b 1.5“ E3) P; lg _ W R: 3 _ \ PM r C; It i. (:9 \\ ' a ' EL» ii Pco‘” D m i , A} (m m E» E10 Cvs'éc?‘ 5L Question No. 4) The three power tine exerts the forces shown on the truss joints, which in turn are pin— connected to the pokes AH and EG. Determine the force in the guy cabie AI and the pin reaction at support H. i104“ o( *1 mwi .5" 5')“ ‘~ 5 zew C ‘ r V cw. ‘ r37 Ema Kata“ : new”; T W ’ 7 9 1w!” ‘ Z "'“' PM} him 7-“ FAQ C0300“; 7:? )‘13C 3: I HEJB‘? T Lo“ @1587 we fixture: ' 15 m ' -'~‘)m----‘)1n"i- 9m ""’ll1""""" l5 “1' v~ (1336: JUN? if. “so-T — a wmxés - 136% W" “> 4— Question No. 5) Determine the _‘ K ‘ 5‘” reactions at supports A and B on the " ‘ foilowing two-member frame if the force F is 500 N. gm: whack] Cicfijf‘zlrrfi 0F» Wrmbt‘i’S L5; 4; (xx 5}A€G)~C:j% Vi” Cue éo 3m :57 2M5: p Lice-$163? - (,1 133-; C3‘ ‘.. (j _. W 3:» % an Fifi—l2 ‘ QNM i; «v “"3 C1 “ 5601" Ex 0;; 3'7 ~ fir V ~ 973% i {v e, 3.. ,k r”? r _ 11:} RA *9 M \‘M A _ (56+. C (GO-41“?)Qtnéo c N ' r , .7 f 1 .3»; j“?— mm?Ajmfij@(éco«s§-\‘S“‘)ca350 gm A3, a9? ? 1 ...
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Solutions to Problem Set No 8 - University of Toronto...

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