final_ex1_S04

final_ex1_S04 - F2 1%:an x E} : 1.4.1.4 {qu'E-m) : 11331-13...

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Unformatted text preview: F2 1%:an x E} : 1.4.1.4 {qu'E-m) : 11331-13 7-1. = Ila-D FEE; $2.. #151; 4 In T ;fl* - a = in: -153 h} HDHEHJK BL ‘;:*£3&(iflt* - 55'»: U-Mm Mama: U Scclifln: I- Salve fur the I'Efillltfll'lt farce and mument at pujnl A fur each plate- {11.} Fits]: -l lilltl {nu—u.- xmu. —-—3‘I|- In] J 2. I] m F.=5H F3=15N F3=TN Ear—u: EA; Ei- in.ng _ -"- *rh Em 41$ k} HUI-unfit |'I‘F'JHL = U" Elf? Name: —K_E._L1J— Eamon: — '3] 41m]: d] 41—:- 4 mm 11%|- -'- mm F1: lfl H M.= :15 H 914m" F1=12 N MI: 312} Np’flm F2=15h MFIWF 1i.;'_{_:.'-li-0'.'_!' ._ . A ' - L 35' IC‘J‘I L “A an :II-IIEE LID Fur E ‘33 Pm W$fifl'b*h3 HMA “ ____.. Eu = =51“. Quay) -45 L +3.3 “615:3 #- "k =rmLsgL+mL fiflfl- J a. flh=EL£33\"i'm H‘ : _ Ila-Iii Hm: EE if 2. ng smooth ruck: are Eat in a smflflfll channel- Run-[I ABC has a mam-1 {1f 5] kg 311:] Ind DE has a mass 0f 31 kg. The gravity constant. 3 = ELISI mfsz. Solve fur the reactians at A. E and E. {2!} pm} Winn; Ll; EHHEWJ r ucH fl 4.“? Simian : Q] mt; Sltflu‘al‘; .- Em u En " 11?}:— : ‘_~.~I|h” smmfllwalls 1‘1“ Ease: -‘3.-.E:-'-} 4 F: amqfl’ = L) D H p T E“ “'1 “‘3’ L '~. m“:- T —-*‘“ L—Fu= 3': {LH'L‘} {.52. Um“ — F1 = L:- 77—13' Lia; hi: FEDE +135}; EE1SE-H?3£flfiqflh+E—.fl W‘JGI“ _— FA ' 11- 31:33 Link am: ——:~m _ - .. 9F T __ 'Fe. ’P—F; ‘33 "EGG- Lfififiexufif 47-4.: [ "if whim 51"? Senfinn: Name: _K.E33— 3. A dnnr-npening mhnnism is tnrqued with a mnmtnt, M tn mist a Si) N load applied pcrpnndinular tn th: and (If lb: dour. Detem'line the: mum-em. M reqnimd tn keep the dnnr in tht: given pmitinn. firm: that all connections an: pinned. [l5 111:5} jun \ hill” mm {1'11 nun “Jun mm P— FFE' VEEE Maire- ' WEMID-E'I" “2. :1 E... '[;u$'LE- when-Liar? FEE. D I'J fut-1*]: ,— D C33 Q' Mm..- r: a} n. a H 4 “3.5 hijnofi awe-3*: \ “‘ : E {:u Ham“: — Scetictn: 4. An aluminum triangular plate is welded to a steel semicircular plate. The specific weight of ‘ aluminum is (1.0972 lbsfini and cut steel is 0333:} . lbsfin“- Determine the center of mass ai'tlne 2 dimensiflnfll campflsitt: sectitm. [15 pts]: 2'1” Ill u. I 1 X ' 1'" In .155 in | l I 13' flhkfi'cl 1+haucS-r "' (Ht-1:3 L HIE-[fink] u... If .tth: ‘C-JI mt II HIE : 4 I.- e m '52 Us (as 15—; use}: {33:55:53}... REUHJ‘E JEILUIHLLW‘EE- ‘ 1':— mil—M E: 1"? my: : {eflfiz%=\fih:1iu§lsiefinufilfffl.QL+ I {as asst: i: {assigns fits-L L{Q,:asfi.\:g-ii-rri.1’5rn¥ft “HI—Tl + cleats? - use? 111.3 5 -|.'th_ ?- ic'fils‘l'ic-m '2 sesame Jc-ms‘azssssuss a T"— 1cn1fi -'r [Elsi-‘53 _ 113.55" : 335' 1”” TH} Name: Eli-Elf Seefien: 5. A beam is supperted by a cable at paint A. pin-eenneeted h:- a wall at paint 3 and is loaded as Shawn. Determine the axial, Shear and mun-lent at x. E EQL w [11 ear 3 men die 5. £635 4120 ms: "’ l1 w ua A F] E In $535: : sewage! F— that} r 5.5:. 1 alumna. " A1 = ‘1{G.5r_+ 9.3%, “33 V31}: ____ JIEFl-Jr. ZE‘C}; EEK—RIG *1 [I'M A: - Tan-4“ fifi; #5 fr _ fl-EL ‘t‘flfileflfiee r. L ‘4' H h '_ z are” Efl—ene—urew uu “3°” Argenegegoj ‘ we“ B- .— .._ 1%. :H tad- *F—hh‘f—L—kfifii-‘ giiaj+H1fl _ 1-H. L: "1'. Jr amps-5 I.1 EL Max: u {e .e' H éé'el'lié'm ‘3. {3.5; 4; c: ‘EI-Ees. e: ...
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This note was uploaded on 01/19/2010 for the course ENG 35 taught by Professor Holland during the Spring '08 term at UC Davis.

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final_ex1_S04 - F2 1%:an x E} : 1.4.1.4 {qu'E-m) : 11331-13...

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