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Mechanical Design notes, Study notes of Mechanical Systems Design

Here are some of the topics that are covered in this course: Introduction to the design process and design methodology Material selection and properties Static and dynamic loading of mechanical components Design for manufacturability and assembly Tolerance analysis and geometric dimensioning and tolerancing (GD&T) Finite element analysis (FEA) and computational fluid dynamics (CFD) Design of machine elements such as gears, bearings, shafts, and couplings Mechanisms and kinematic analysis Design of cams and followers Design for sustainability and life cycle analysis Design of experiments and statistical analysis in design optimization.

Typology: Study notes

2022/2023

Available from 05/12/2023

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Download Mechanical Design notes and more Study notes Mechanical Systems Design in PDF only on Docsity! 2© March 2023 ! Loo q Cotes, Jotyte- I. fobe of dhe odd in dendion po wd ay Sd A 2. eros? : VAd fe (5 ad) G dy Fe ‘ck yet = ds | B Weknaye of colts, a eS 3. foilvre of. ot vod Or. cotes in cwusturg s pt) p (a a oie et » Indvead * failure af & socket in tengion across i ; if dhe loft LEX A & ldt-d,*)- La, 4s) P| (4*d)-lay- di] “\ 4 & folve of cofter tn dhoak P= (2b) T Sb DWN fulore od docket cofieés — tn ae : P= Cdy-d Ji ka EB. Cf) ) | dy | 5) 7. (fol of bhockot Jn . Shaanirg p= 2ldy “deer g. failure af rod! in Shas pe Cards )xT : 4. flue af wfigor end an . Owning Pe Ce ea @) In. ailvre of 8 of Spigot CHES s'n suatirg Pe waxhxT Gf “gal Thickness, of appt cones z f), vir S CFllm ww t Pod a VIS 80x10 = 2xaxyox3y QA2> 10.7% & Nm nal ieee ea ee a ee PS ds = Stow x> 4,5 68% 7m xis Pe | Se ed wey i _ oy + pemigibh = SOM Pa b= 53mm S 43 xi) ee . ies L Vy Wd = UX 11> mm’ = lLAd«s= 3Y rm 22 March '2029 >! Riveled Toids- __—flewe ard Cotes Joints ~ Ba oo l= MITT A VITT IZ We Eh q d, 725d -° Y, siasd thick nad of cottes , 1° a usiddh af Cone , be p.asd bangdh 4 coer = 8d |. faibre of de ved in #ndion bane Nd 2, foilue of the ad in dendim acwoss- veokadt secon Aveo aonedivity : (% d, -d, 1) (Ip) P= (B 4." at) XG 3. foilore of dv vod ‘or cots th onishirg ; pe Cds d)xe 4. {feiloe of aleve in Jension across the Sot P= f Ta" ab*)=lbrd)8] .o: Nd, S farlure of ats In dha pe 2btXT al ! 6 oilure of d yod “end in shea my Pe A xXdyxT 7 feline af cle end tn cha. P= ald-d Ort | (oo- P= b0RN, % ey oe 12S MPO , T=7OMR © 4a PS Goxio*> Bxd” x80 x10°) => de 36mm y ” td ye put Area , “persityity > (Ee 4") boxio? = (Bae 4) n& 7. Ws vee HRY MPA GIRS. Ly fo iv d, = 60mm vy ? pono’ ax Bo) x oxo* , b=Yomm WS -4 =l0mm VIS 60x8109 = Ol b0- 4 )X¢ x 70x 104 => € = 27 mm Loud =4kg - iy. aes Efficiency of de vivefed jot n= east of 8, A 0% Pp Co ~ find dhe effidency of de followed fried [ons DS on tiveded op joint of frm plans wid 2omm die viyekd ot pitch orn ' Soublo ——) ———— _ 6mm >] it ! Uy 5 SII LLG P ae ay aT lL $a «¢ { yivet Rive} hols d= 6/F Gi af vit 13.5 1S FDS AGS QS ABS ayy Bia «, oe 12 my 16 20 22 HM 2 No. of yivetA A = (b-d)4 oy P= 17Sxr 0" T Y pe abe. No. of yived Equa , ne Py laste IL 3 the nd. of vets 2 ho of rivets In og ch YO" Yous 4. ThickrOs af but sirps hoe teast ding’ a bhop) ae (Oouhlo —1—) Abiierey Cf. dh Joly 8 = possani of od In Tearing dlonp fe A= lb-dt rg 2-2 —— "1 PD, = (b-2d)4 v6 + étvength of ono rived 923.08 ——— 4 fh, # (4-98) re 4 dtrergdh of die viet for — onviekd pie p= bbe _ Uintt of A PL. Ay, Poor Lo ey pith of rived = 3d + Som & 2 IN kbhnuw betwean, dhe yo) orf river ad my x4 Welded dointh~ Cfilled | dap joied) | > =. Py Oy 5 voulhe qille! § a 4 p ; o Ladys >?pP > UL a 4 Wt p AZ aa Ab dhroat (#) Cc 7 7 i b= bOINYS = 0/7078 Sent Aral files yin anda of weld =A =H = 0707 b) P= O-07£] oF (ing Jo fot) P= 2x0. 707 g] GF Cor doubly flit) Seng tt’ af U af potallel Alles. wel de, Jomts~ >p PHlYWu git Pz 0-707 & J, 5 + LY g, T : Tvs Txd/o - 27 o he 17k Gi, x0-707d~ braar dts Ne DS T= 12.937 1 bd Be Me MO Lun grea ee Ted | | - YM | aS. 66M IT K0-707 d™ Thd~ 2 NT a gerard 12, DS Te MW 6 Loh | | ty sy, => T= 31 dy Gey = oe : - 4-242 T «| i 0. 2074) Ky Ptrengdh. a Bott Joints ~ ref fe Ve pf —P Bingle 'V> BoA joing Loublo y- Bott jr | f rl, t= hb} - bh AT) dy ie Mh) 977 e583 ath 00 => dy = 104.2 ‘ i, 2272. Brom (¥5- W= QOrmm, Jzia9S mm — hott port doublo coves, plates = 80, T=6S, = oR d= 6UF te! 6ST 2 22mm bya of rived jak = 2.5mm Dia od “ylved ben = 20mm | I A fe-a) toy = (200- U.sI5S* 8 > A, = 178. 500 N is 2 75 nd” T= 4300 tf ho = d4 a = 4 a000N he Pec yaoa £ (rivets) 3 April 2623 BACH Concentration o— ): Tidy. * 23 DS Cont. 2% notch Eensidindy Song x = Kyo Vlora = Kys & (Ks), = 1126 load Aydbuden factor = Ry = 14 6. (Cn Gin t Gna te) =] mc Coy = 88 (42. 5)— 0.0375 14.92L10~ 130= 0.6706 Com =) Cra = @ At Bb+l = Om¥S =0IS Ce =/ Ky = 177 ( errr =,ass& (lo £0977 (MaJy. =! eh = 13250 / we PO aay 3.06 Reali abi b dy fridor = - = 01658-00759 In (1-0.9) = 6-839 Tempera dure prior yz] (updo 129°) A fies dax Lioromt. An J ‘ oY ~ Buy favo (ond dion jad ZR 7 / (naomety y facdor 4 30! . C 2 O7)2} 2s: J tog 20° sin 20 - t 2 wy, a) KE = 18) Sap, (714-8) (S49), = 0.5343L240) + 88.3 MR = 21k pap la- 2 0-533 (206) + @83= PSM é LPP A, _ = Sra , * (cur), pee) eae lA WS a] (om), = 2 29/206) +200 = yum fa di MyedS d -6.623 (Ay), = 1.4486 lio) 2 0-S48 (Bay = banat (108 yoors 3.06 = 6-973 Zug i+ Alm, -)) SS) An Ss - ~u4o I 4 = ® 92 X93 ‘Hep (Hr, ) - 829009 S 206 — ) 7 > A = 6.06 244 ao = ae ) oO K, My, / Ry Ko bry “Vs, Onn J \) TP 7S C1) 64.377) 7 x (2 OU) 2 yeerrP Pe. 3e 25x63 49.4 Pt Pe (say) = at y Le 2 Rho 997) 2253.9 ~Pe * Ve 1x 6.833 oe = (ou = 253.3 25:1/3 bp, + (aly 3. xp ; eos, ceodh honding pie (2209) U) 57.257 %% = 750 (DOTA) “75. 3@(2:5) (6-40) igs(o-936) . 933 MR, <j = Since 5) Lr = 233 = 6-2Y
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