A=7in B=7in C=7in D=6in E=6in theta 2=30 degrees algular velocity of link 2=350 rpm clockwise

[answerhappygod]

A=7in
B=7in
C=7in
D=6in
E=6in
theta 2=30 degrees
algular velocity of link 2=350 rpm clockwise

A 7in B 7in C 7in D 6in E 6in Theta 2 30 Degrees Algular Velocity Of Link 2 350 Rpm Clockwise 1 (93.76 KiB) Viewed 51 times

A 7in B 7in C 7in D 6in E 6in Theta 2 30 Degrees Algular Velocity Of Link 2 350 Rpm Clockwise 2 (93.76 KiB) Viewed 51 times

A 7in B 7in C 7in D 6in E 6in Theta 2 30 Degrees Algular Velocity Of Link 2 350 Rpm Clockwise 3 (44.15 KiB) Viewed 51 times

A 7in B 7in C 7in D 6in E 6in Theta 2 30 Degrees Algular Velocity Of Link 2 350 Rpm Clockwise 4 (22.51 KiB) Viewed 51 times

A 7in B 7in C 7in D 6in E 6in Theta 2 30 Degrees Algular Velocity Of Link 2 350 Rpm Clockwise 5 (89.63 KiB) Viewed 51 times

A 7in B 7in C 7in D 6in E 6in Theta 2 30 Degrees Algular Velocity Of Link 2 350 Rpm Clockwise 6 (88.42 KiB) Viewed 51 times

A 7in B 7in C 7in D 6in E 6in Theta 2 30 Degrees Algular Velocity Of Link 2 350 Rpm Clockwise 7 (58.21 KiB) Viewed 51 times

A 7in B 7in C 7in D 6in E 6in Theta 2 30 Degrees Algular Velocity Of Link 2 350 Rpm Clockwise 8 (99.02 KiB) Viewed 51 times

A 7in B 7in C 7in D 6in E 6in Theta 2 30 Degrees Algular Velocity Of Link 2 350 Rpm Clockwise 9 (86.7 KiB) Viewed 51 times

A 7in B 7in C 7in D 6in E 6in Theta 2 30 Degrees Algular Velocity Of Link 2 350 Rpm Clockwise 10 (47.7 KiB) Viewed 51 times

A 7in B 7in C 7in D 6in E 6in Theta 2 30 Degrees Algular Velocity Of Link 2 350 Rpm Clockwise 11 (47.7 KiB) Viewed 51 times

Linkage Kinematic and Kinetic Project You will determine the angular velocities, angular accelerations and associated forces and torque for the attached four bar mechanism. The mechanism is in a horizontal plane, so the forces due to weights are out of the plane that you are analyzing. Your analysis will be for a certain position that the mechanism is in. You will turn in all calculations that are performed. All calculations must be by hand. See the Fifth Edition of the textbook section 11.4 Force Analysis of a Fourbar Linkage for the nomenclature. Pages 589 to 592 You will turn in the attached answer sheet with the blanks filled in. This is going to be used to grade your project. The calculations are for back up information. Your project is due at the start of class on Wednesday, May 11. Any project that is not turned in before at the specified time will receive a grade of 0. All answers are to be based on the XY coordinate system on the attached sheet. с 3 6 PL4 re 62 de 4 e that Steel 19 PLATE WEIGHT 4905 I ELLATE THICKNES = 1
Angular velocity of link 3 rad/sec Mass of link 2 blob (2 points) Angular velocity of link 4 rad/sec Mass of link 3 blob (1 point) Angular acceleration of link 3 rad/sec? Mass of link 4 blob (1 point) Angular acceleration of link 4 rad/sec? Moment of inertia of link 2 about the CG blob-in? Moment of inertia of link 3 about the CG blob-in? Moment of inertia of link 4 about the CG biob-in? Acceleration of the CG link 2 AG2x in/sec? AGly. in/sec? Acceleration of the CG link 3 Aix_ in/sec AG3y in/sec? Acceleration of the CG link 4 AG4x in/sec2 AG4y in/sec F12x 1b Shaking Force FX Ib F12y Ib Fy 1b F32x 1b F32y 1b F43x lb F439 lb F14 Ib F147 1b T12 Ib
in b= 32 in inc=_7 . d= 3 in theta2= 45 Angular velocity of link 2 - Too 2 rpm clockwise in e- degree
tit 7" LINK 3 78 THICK STEEL PLATE WTE,0354"t? W₂ = 100rpm C - 10.46 rad/s d2=0 WT Link 2 = 36.24)(0354) Link 3 2 5+9 (0354). - 1,99 € # Link4 = 15*36,0354) =53# 382 2.66* LINKA 145° ♡ " LINK 2 1425 4 % - VA = VB tva B VA VB + wa/THE VA - 10,46 x 30 + 39 +31:38j +31,38 € 30 Who Wall - / Fale = -72 31138 ? - 31.387 = VBê + wapales -70 |311380 - 31.38; + VAT 7 ware) |31:38 - VB -31,38--7W1/B WMB - 4.48 W3 = 4.485 ĀA - ĀB + AA/B An A+ anstral wa WH / FA/B AAA A fer taxa ar ? - OAGLK-10.46kx 3 1 + 37 32+ 329.21 - 328,2; AB ABI - wird : Anpi - 10.4*7»j - Asti – 328:23 TA/B = 4 -325,2 T-328.29 = Amp î - 328,23; +amb x-7.44elvete -336.22–324.23 = App í -326,23; + Farf +140.5 € it d'Alpo Por = -4687 23:0 468.7 =156.2: -70 1:0 ---328.2. = A +140.5 W4 31.38 3 10,46 3
-707(2,121+.5) 1,85" A s" (s'-le) LOL 9t'l 1.146 2. 121 1.85 2,121" AG2 = Yzer tw xw, xr xř 262 = -10,468x-10,468x 1.146 2 +1,851 @oz = -125,4T - 202.4ſ a LINK 2
LINK 3 a Tis 3.5 look XWGA XVG/A a hat a = a + IGA ETG/N WE TOGA A A ac =*=328.2Ü -32834 + Öysti-1.5 +4.48ữr 4.18 2x3584157 ão -326,21 –32425 -70,251 - 30,1 2o = -398,45 – 358,37 LINK 4 ão = FAXF + uy x W xr 26: 156,2 x 57 tis - Only look x, ão = 78.17 – 234.39 - 54.77-1647 a = -2891-86 xiri thoja 1 G =
LINK 2 F23 g 586 ניל G EF xx masx O Fizx + F23x7.66 (-125,4) & Fy=macy Firy + Fzzy 27,66(-202.4) EM I a ©T-416fe3x +1.857254 +1.85 Fizx-listing 386 1.5 TLINK 2 Fiz T 1,46 1.85 Fizy 0.1 Fix + O Fizy + 1 F13x +ofesy +OF34x+O5549705470 Fity TOT - - 214 CO FERx+ Fizy +0F23x + | Fagy 4034x Toting TO FLY* to Fivy HOT-7346 $ 1,8SF zx - horny bell'ofixx +1.85P23y+Ofeux toy to F14* *ofing IT = - 3.5" LINK 3 - GO 9 + F34x a Ezay 1.59 1.59 322812 $ 1.59 + / v Ezzy Ety - magx & Fy=maay Fax +F34x (-398.45) o — -Fzzy + Fyty - 12.2 x 12 (-358,3) EMG = Jax -1.592x +3.5 Fray. * 1,5. 84x +3:5 Fouy H (mm)[475] • O Fury + O Fezy - 1 Fozx + o Fisg #Fyx +Ofzug +084*+OF 4y TOT: 164 0 0 F1zx + Ofizy tofusx-1 Fray S034x + 1f9uy 19814x +OFixy +OT = -1,471 30 Fizy +O Fizy-1.5 Fury 13,5 Fany +1,5 F94x +9S Fq4y+ Ofiqix + O F144 tot $ °
LINK 4 2 Fx mars 32,21Z EBAT 1,5' G 32,2x12 15 FIAK 1 Ezy 0 - F34x + F14x = 153 (-289) & Fy = magy ③ -Fazy + Fity = 153 (-86) EMG-26 & 1. Fawxt.SFavy +1.311423,5E1445 133 (340) 1562 12 (12,210122 O fire to Fray to su toFuay - (Pis uk tofauty (F1*x+ DEWFOTE=394 OF zxto Fray 4 b5sx tOFazy +O5vnt - Foney to Fax +1 F150T118@ 10 Fizy HO Fizy 40F23*0Fazy +1,5F Free t s Foruyet!, S Fixx-, S Entry TOT = 607 Format Front 1 () Fity File + IMATRIX EQ, olo 0 Ос Fix 0 Осо 0 1 1185 -1,16 -116 1185 OLO Fizy 0 oooooo о — согооо OB300.00 lol .214 -,346 O -1.64 -1,47 00-000000 X Fax Fusy 8148 o 15 3,5 15 3,5 lo o 0 1 15 T5 is - 5 OBCV - 1396 118 607 C Tiz
3 pl 6 my ez 0 4 na 2 e ID Steel PATE WEIGHT 4902 TEL. THE KASSEV E ERNES