Finite Element Method FEM FOR FRAMES
|
|
- Irma Preston
- 5 years ago
- Views:
Transcription
1 Finit Ent Mthod FEM FOR FRAMES
2 CONENS INROUCION FEM EQUAIONS FOR PLANAR FRAMES Equtions in oc coordint sst Equtions in gob coordint sst FEM EQUAIONS FOR SPAIAL FRAMES Equtions in oc coordint sst Equtions in gob coordint sst REMARKS
3 INROUCION for i nd trnsvrs. It is cpb of crring both i nd trnsvrs forcs, s w s onts. Hnc cobintion of truss nd b nts. Fr nts r ppicb for th nsis of skt tp ssts of both pnr frs ( frs) nd spc frs ( frs). Known gnr s th b nt or gnr b nt in ost corci softwr.
4 FEM EQUAIONS FOR PLANAR FRAMES Considr pnr fr nt d d u d v dipcnt coponnts t nod d d4 u d 5 v dipcnt coponnts t nod d, V, v,, u nod (u, v, ) nod (u, v, ) =, U 4
5 Equtions in oc coordint sst Cobintion of th nt trics of truss nd b nts d u v u v russ B Fro th truss nt, k (Epnd to ) truss d u d u 4 AE AE d u AE d u s. 4 5
6 Equtions in oc coordint sst Fro th b nt, k b d ( v ) d ( ) d ( v ) d ( ) 5 EI EI EI EI d v EI EI EI d EI EI s. d5 v EI d (Epnd to )
7 7 Equtions in oc coordint sst. s AE AE AE truss k. EI EI EI EI EI EI EI b EI EI EI s k + EI EI EI AE EI EI EI EI EI EI EI AE AE s. k
8 8 Equtions in oc coordint sst Siir so for th ss tri nd w gt s A And for th forc vctor, s f s s s f s s f f f f f f f f f
9 9 Equtions in gob coordint sst Coordint trnsfortion d whr j j j i i i, i - i- j - j u u f s gob nod j oc nod gob nod i oc nod o v v j j - i
10 Equtions in gob coordint sst irction cosins in : cos(, ) cos cos(, ) sin j j i i gob nod i oc nod cos(, ) cos(9 ) sin cos(, ) cos j i f s o v j i- i i u i - j v j j - u j - gob nod j oc nod ( ) ( ) j i j i (Lngth of nt)
11 Equtions in gob coordint sst hrfor, K k M F f
12 FEM EQUAIONS FOR SPAIAL FRAMES Considr spti fr nt v d d u d v d w d4 d5 d d u 7 d8 v d 9 w d d d ispcnt coponnts t nod ispcnt coponnts t nod v w u u w
13 k Equtions in oc coordint sst Cobintion of th nt trics of truss nd b nts u v w u v w AE AE EI EI EI EI EI EI EI EI s. GJ GJ EI EI EI EI EI EI AE EI EI EI EI GJ EI EI v w u v u w
14 4 Equtions in oc coordint sst r s r r A whr A I r
15 Equtions in gob coordint sst j-4 j- d8 d d7 d d d9 j- j-5 i-4 j i- d d5 d j- d d4 d i- i-5 i i- 5
16 Equtions in gob coordint sst Coordint trnsfortion d whr j j j j j j i i i i i i , n n n
17 Equtions in gob coordint sst irction cosins in cos(, ), cos(, ), n cos(, ) cos(, ), cos(, ), n cos(, ) cos(, ), cos(, ), n cos(, ) 7
18 Equtions in gob coordint sst Vctors for dfining oction nd orinttion of V V V fr nt in spc k k k k k k k, =,, V V V V V V V V V V V ( V V ) ( V V ) V V 8
19 Equtions in gob coordint sst Vctors for dfining oction nd orinttion of fr nt in spc (cont d) V V ) V V cos(, ) cos(, ) n cos(, ) ( V V ) ( V V ) ( V V ) ( V V ) ( A {( ) ( ) ( V V V V V ( V V ) ( V V ) ) } V V A ( ) ( ) ( ) 9
20 Equtions in gob coordint sst Vctors for dfining oction nd orinttion of fr nt in spc (cont d) V V V V ) ( ) ( V V V V V V V ) ( ) ( ) ( A n A A n n n n n
21 Equtions in gob coordint sst hrfor, K k M F f
22 REMARKS In prctic structurs, it is vr rr to hv b structur subjctd on to trnsvrs oding. Most skt structurs r ithr trusss or frs tht crr both i nd trnsvrs ods. A b nt is ctu vr spci cs of fr nt. h fr nt is oftn convnint cd th b nt.
23 CASE SU Finit nt nsis of bicc fr
24 CASE SU oung s oduus, E GP Poisson s rtio, nts (7 nods) Ensur connctivit 4
25 CASE SU Constrints in dirctions Horiont od 5
26 CASE SU M =
27 CASE SU Ai strss P P P P P P -.4 P 7
CIVL 8/ D Boundary Value Problems - Rectangular Elements 1/7
CIVL / -D Boundr Vlu Prolms - Rctngulr Elmnts / RECANGULAR ELEMENS - In som pplictions, it m mor dsirl to us n lmntl rprsnttion of th domin tht hs four sids, ithr rctngulr or qudriltrl in shp. Considr
More informationTrusses. Introduction. Plane Trusses Local and global coordinate systems. Plane Trusses Local and global coordinate systems
Introduction russs Lctur Nots Dr Mohd Afndi nivrsiti Maaysia Pris EN Finit Ent Anaysis h discussion of truss wi covr: wo dinsiona trusss (pan trusss) sction. hr dinsiona trusss sction. So considration
More informationSection 11.6: Directional Derivatives and the Gradient Vector
Sction.6: Dirctional Drivativs and th Gradint Vctor Practic HW rom Stwart Ttbook not to hand in p. 778 # -4 p. 799 # 4-5 7 9 9 35 37 odd Th Dirctional Drivativ Rcall that a b Slop o th tangnt lin to th
More informationMiddle East Technical University Department of Mechanical Engineering ME 413 Introduction to Finite Element Analysis
Middl East Tchnical Univrsity Dpartmnt of Mchanical Enginring ME 4 Introduction to Finit Elmnt Analysis Chaptr 4 Trusss, Bams and Frams Ths nots ar prpard by Dr. Cünyt Srt http://www.m.mtu.du.tr/popl/cunyt
More informationCBSE 2015 FOREIGN EXAMINATION
CBSE 05 FOREIGN EXAMINATION (Sris SSO Cod No 65//F, 65//F, 65//F : Forign Rgion) Not tht ll th sts hv sm qustions Onl thir squnc of pprnc is diffrnt M Mrks : 00 Tim Allowd : Hours SECTION A Q0 Find th
More informationLecture 4. Conic section
Lctur 4 Conic sction Conic sctions r locus of points whr distncs from fixd point nd fixd lin r in constnt rtio. Conic sctions in D r curvs which r locus of points whor position vctor r stisfis r r. whr
More informationMathematics. Mathematics 3. hsn.uk.net. Higher HSN23000
Highr Mthmtics UNIT Mthmtics HSN000 This documnt ws producd spcilly for th HSN.uk.nt wbsit, nd w rquir tht ny copis or drivtiv works ttribut th work to Highr Still Nots. For mor dtils bout th copyright
More informationInstructions for Section 1
Instructions for Sction 1 Choos th rspons tht is corrct for th qustion. A corrct nswr scors 1, n incorrct nswr scors 0. Mrks will not b dductd for incorrct nswrs. You should ttmpt vry qustion. No mrks
More informationCh 1.2: Solutions of Some Differential Equations
Ch 1.2: Solutions of Som Diffrntil Equtions Rcll th fr fll nd owl/mic diffrntil qutions: v 9.8.2v, p.5 p 45 Ths qutions hv th gnrl form y' = y - b W cn us mthods of clculus to solv diffrntil qutions of
More informationSME 3033 FINITE ELEMENT METHOD. Bending of Prismatic Beams (Initial notes designed by Dr. Nazri Kamsah)
Bnding of Prismatic Bams (Initia nots dsignd by Dr. Nazri Kamsah) St I-bams usd in a roof construction. 5- Gnra Loading Conditions For our anaysis, w wi considr thr typs of oading, as iustratd bow. Not:
More informationPH427/PH527: Periodic systems Spring Overview of the PH427 website (syllabus, assignments etc.) 2. Coupled oscillations.
Dy : Mondy 5 inuts. Ovrviw of th PH47 wsit (syllus, ssignnts tc.). Coupld oscilltions W gin with sss coupld y Hook's Lw springs nd find th possil longitudinl) otion of such syst. W ll xtnd this to finit
More informationDifferential Equations Practice: 2nd Order Linear: Nonhomogeneous Equations: Undetermined Coefficients Page 1
Differential Equations Practice: 2nd Order Linear: Nonhomogeneous Equations: Undetermined Coefficients Page 1 Questions Example (3.5.3) Find a general solution of the differential equation y 2y 3y = 3te
More informationTABLE OF CONTENTS cont. TABLE OF CONTENTS. Picture & Matching Cards cont. Biomes Flow Charts. freshwater marine wetland desert forest grassland
TABLE OF CONTENT Bios Fow Chrts frshwtr rin wtnd dsrt forst grssnd tundr Pictur & Mtching Crds trrstri qutic frshwtr rin (ocn) wtnd dsrt forst grssnd tundr rivrs & strs ks & onds cost/stury/intr-tid ocn
More informationAS 5850 Finite Element Analysis
AS 5850 Finit Elmnt Analysis Two-Dimnsional Linar Elasticity Instructor Prof. IIT Madras Equations of Plan Elasticity - 1 displacmnt fild strain- displacmnt rlations (infinitsimal strain) in matrix form
More informationChapter 16. 1) is a particular point on the graph of the function. 1. y, where x y 1
Prctic qustions W now tht th prmtr p is dirctl rltd to th mplitud; thrfor, w cn find tht p. cos d [ sin ] sin sin Not: Evn though ou might not now how to find th prmtr in prt, it is lws dvisl to procd
More information1. Determine the Zero-Force Members in the plane truss.
1. Determine the Zero-orce Members in the plane truss. 1 . Determine the force in each member of the loaded truss. Use the Method of Joints. 3. Determine the force in member GM by the Method of Section.
More informationGauss-Seidel-Iteration
Gass-Sidl-Itration n a a a lwas s th nwst inforation availal! Jacoi itration: Gass-Sidl itration: alrad coptd n a a a Gass-Sidl-Itration Copar dpndanc graphs for gnral itrativ algoriths Hr: f D - D- D
More information1. Determine the Zero-Force Members in the plane truss.
1. Determine the Zero-orce Members in the plane truss. 1 . Determine the forces in members G, CG, BC, and E for the loaded crane truss. Use the Method of Joints. 3. Determine the forces in members CG and
More informationSPHERICAL COORDINATE SYSTEMS FOR DEFINING DIRECTIONS AND POLARIZATION COMPONENTS IN ANTENNA MEASUREMENTS
SPHRICL COORDINT SSTMS FOR DFINING DIRCTIONS ND POLRITION COMPONNTS IN NTNN MSURMNTS llen C. Newell, Consultant Nearfield Systems Inc. 1330. 223 rd Street Bldg. 524 Carson, C 90745 US email:anewell@nearfield.com
More informationLecture 3: Development of the Truss Equations.
3.1 Derivation of the Stiffness Matrix for a Bar in Local Coorinates. In 3.1 we will perform Steps 1-4 of Logan s FEM. Derive the truss element equations. 1. Set the element type. 2. Select a isplacement
More informationFEM FOR HEAT TRANSFER PROBLEMS دانشگاه صنعتي اصفهان- دانشكده مكانيك
FEM FOR HE RNSFER PROBLEMS 1 Fild problms Gnral orm o systm quations o D linar stady stat ild problms: For 1D problms: D D g Q y y (Hlmholtz quation) d D g Q d Fild problms Hat transr in D in h h ( D D
More informationLimits Indeterminate Forms and L Hospital s Rule
Limits Indtrmint Forms nd L Hospitl s Rul I Indtrmint Form o th Tp W hv prviousl studid its with th indtrmint orm s shown in th ollowin mpls: Empl : Empl : tn [Not: W us th ivn it ] Empl : 8 h 8 [Not:
More information1 Isoparametric Concept
UNIVERSITY OF CALIFORNIA BERKELEY Dpartmnt of Civil Enginring Spring 06 Structural Enginring, Mchanics and Matrials Profssor: S. Govindj Nots on D isoparamtric lmnts Isoparamtric Concpt Th isoparamtric
More informationChapter 7. A Quantum Mechanical Model for the Vibration and Rotation of Molecules
Chaptr 7. A Quantu Mchanica Mo for th Vibration an Rotation of Mocus Haronic osciator: Hook s aw: F k is ispacnt Haronic potntia: V F k k is forc constant: V k curvatur of V at quiibriu Nwton s quation:
More informationCONIC SECTIONS. MODULE-IV Co-ordinate Geometry OBJECTIVES. Conic Sections
Conic Sctions 16 MODULE-IV Co-ordint CONIC SECTIONS Whil cutting crrot ou might hv noticd diffrnt shps shown th dgs of th cut. Anlticll ou m cut it in thr diffrnt ws, nml (i) (ii) (iii) Cut is prlll to
More informationIntroduction to statically indeterminate structures
Sttics of Buiding Structures I., EASUS Introduction to stticy indeterminte structures Deprtment of Structur echnics Fcuty of Civi Engineering, VŠB-Technic University of Ostrv Outine of Lecture Stticy indeterminte
More informationPHYS 601 HW3 Solution
3.1 Norl force using Lgrnge ultiplier Using the center of the hoop s origin, we will describe the position of the prticle with conventionl polr coordintes. The Lgrngin is therefore L = 1 2 ṙ2 + 1 2 r2
More informationME 522 PRINCIPLES OF ROBOTICS. FIRST MIDTERM EXAMINATION April 19, M. Kemal Özgören
ME 522 PINCIPLES OF OBOTICS FIST MIDTEM EXAMINATION April 9, 202 Nm Lst Nm M. Kml Özgörn 2 4 60 40 40 0 80 250 USEFUL FOMULAS cos( ) cos cos sin sin sin( ) sin cos cos sin sin y/ r, cos x/ r, r 0 tn 2(
More informationSelf-Adjointness and Its Relationship to Quantum Mechanics. Ronald I. Frank 2016
Ronald I. Frank 06 Adjoint https://n.wikipdia.org/wiki/adjoint In gnral thr is an oprator and a procss that dfin its adjoint *. It is thn slf-adjoint if *. Innr product spac https://n.wikipdia.org/wiki/innr_product_spac
More informationBayesian belief networks: Inference
C 740 Knowd rprntton ctur 0 n f ntwork: nfrnc o ukrcht o@c.ptt.du 539 nnott qur C 750 chn rnn n f ntwork. 1. Drctd ccc rph Nod rndo vr nk n nk ncod ndpndnc. urr rthquk r ohnc rc C 750 chn rnn n f ntwork.
More information2008 AP Calculus BC Multiple Choice Exam
008 AP Multipl Choic Eam Nam 008 AP Calculus BC Multipl Choic Eam Sction No Calculator Activ AP Calculus 008 BC Multipl Choic. At tim t 0, a particl moving in th -plan is th acclration vctor of th particl
More informationEAcos θ, where θ is the angle between the electric field and
8.4. Modl: Th lctric flux flows out of a closd surfac around a rgion of spac containing a nt positiv charg and into a closd surfac surrounding a nt ngativ charg. Visualiz: Plas rfr to Figur EX8.4. Lt A
More informationu 3 = u 3 (x 1, x 2, x 3 )
Lctur 23: Curvilinar Coordinats (RHB 8.0 It is oftn convnint to work with variabls othr than th Cartsian coordinats x i ( = x, y, z. For xampl in Lctur 5 w mt sphrical polar and cylindrical polar coordinats.
More informationINF5820/INF9820 LANGUAGE TECHNOLOGICAL APPLICATIONS. Jan Tore Lønning, Lecture 4, 14 Sep
INF5820/INF9820 LANGUAGE TECHNOLOGICAL ALICATIONS Jn Tor Lønning Lctur 4 4 Sp. 206 tl@ii.uio.no Tody 2 Sttisticl chin trnsltion: Th noisy chnnl odl Word-bsd Trining IBM odl 3 SMT xpl 4 En kokk lgd n rtt
More informationP a g e 3 6 of R e p o r t P B 4 / 0 9
P a g e 3 6 of R e p o r t P B 4 / 0 9 p r o t e c t h um a n h e a l t h a n d p r o p e r t y fr om t h e d a n g e rs i n h e r e n t i n m i n i n g o p e r a t i o n s s u c h a s a q u a r r y. J
More informationLinear-Phase FIR Transfer Functions. Functions. Functions. Functions. Functions. Functions. Let
It is impossibl to dsign an IIR transfr function with an xact linar-phas It is always possibl to dsign an FIR transfr function with an xact linar-phas rspons W now dvlop th forms of th linarphas FIR transfr
More informationINTEGRALS. Chapter 7. d dx. 7.1 Overview Let d dx F (x) = f (x). Then, we write f ( x)
Chptr 7 INTEGRALS 7. Ovrviw 7.. Lt d d F () f (). Thn, w writ f ( ) d F () + C. Ths intgrls r clld indfinit intgrls or gnrl intgrls, C is clld constnt of intgrtion. All ths intgrls diffr y constnt. 7..
More informationCombinatorial Networks Week 1, March 11-12
1 Nots on March 11 Combinatorial Ntwors W 1, March 11-1 11 Th Pigonhol Principl Th Pigonhol Principl If n objcts ar placd in hols, whr n >, thr xists a box with mor than on objcts 11 Thorm Givn a simpl
More informationSCIENCE ENTRANCE ACADEMY PREPARATORY EXAMINATION-3 (II P.U.C) SCHEME 0F EVALUATION Marks:150 Date: duration:4hours MATHEMATICS-35
JNANASUDHA SCIENCE ENTRANCE ACADEMY PREPARATORY EXAMINATION- (II P.U.C) SCHEME F EVALUATION Mrks:5 Dte:5-9-8 durtion:4hours MATHEMATICS-5 Q.NO Answer Description Mrk(s)!6 Zero mtri. + sin 4det A, 4 R 4
More information2 nd ORDER O.D.E.s SUBSTITUTIONS
nd ORDER O.D.E.s SUBSTITUTIONS Question 1 (***+) d y y 8y + 16y = d d d, y 0, Find the general solution of the above differential equation by using the transformation equation t = y. Give the answer in
More informationChapter 5. Introduction. Introduction. Introduction. Finite Element Modelling. Finite Element Modelling
Chaptr 5 wo-dimnsional problms using Constant Strain riangls (CS) Lctur Nots Dr Mohd Andi Univrsiti Malasia Prlis EN7 Finit Elmnt Analsis Introction wo-dimnsional init lmnt ormulation ollows th stps usd
More informationENGR-1100 Introduction to Engineering Analysis. Lecture 19
ENGR-1100 Introduction to Engineering Analysis Lecture 19 SIMPLE TRUSSES, THE METHOD OF JOINTS, & ZERO-FORCE MEMBERS Today s Objectives: Students will be able to: In-Class Activities: a) Define a simple
More informationProblems (Force Systems)
1. Problems (orce Sstems) Problems (orce Sstems). Determine the - components of the tension T which is applied to point A of the bar OA. Neglect the effects of the small pulle at B. Assume that r and are
More information7h1 Simplifying Rational Expressions. Goals:
h Simplifying Rtionl Epressions Gols Fctoring epressions (common fctor, & -, no fctoring qudrtics) Stting restrictions Epnding rtionl epressions Simplifying (reducin rtionl epressions (Kürzen) Adding nd
More informationDue Tuesday, September 21 st, 12:00 midnight
Due Tuesday, September 21 st, 12:00 midnight The first problem discusses a plane truss with inclined supports. You will need to modify the MatLab software from homework 1. The next 4 problems consider
More informationI. The Connection between Spectroscopy and Quantum Mechanics
I. Th Connction twn Spctroscopy nd Quntum Mchnics On of th postults of quntum mchnics: Th stt of systm is fully dscrid y its wvfunction, Ψ( r1, r,..., t) whr r 1, r, tc. r th coordints of th constitunt
More informationLecture: Experimental Solid State Physics Today s Outline
Lctur: Exprimntl Solid Stt Physics Tody s Outlin Structur of Singl Crystls : Crystl systms nd Brvis lttics Th primitiv unit cll Crystl structurs with multi-tomic bsis Ttrhdrl nd octhdrl voids in lttics
More informationLecture 11 Waves in Periodic Potentials Today: Questions you should be able to address after today s lecture:
Lctur 11 Wvs in Priodic Potntils Tody: 1. Invrs lttic dfinition in 1D.. rphicl rprsnttion of priodic nd -priodic functions using th -xis nd invrs lttic vctors. 3. Sris solutions to th priodic potntil Hmiltonin
More informationConvergence Theorems for Two Iterative Methods. A stationary iterative method for solving the linear system: (1.1)
Conrgnc Thors for Two Itrt Mthods A sttonry trt thod for solng th lnr syst: Ax = b (.) ploys n trton trx B nd constnt ctor c so tht for gn strtng stt x of x for = 2... x Bx c + = +. (.2) For such n trton
More informationME 321 Kinematics and Dynamics of Machines S. Lambert Winter 2002
3.4 Forc Analysis of Linkas An undrstandin of forc analysis of linkas is rquird to: Dtrmin th raction forcs on pins, tc. as a consqunc of a spcifid motion (don t undrstimat th sinificanc of dynamic or
More informationTrigonometric Functions
Trget Publictions Pvt. Ltd. Chpter 0: Trigonometric Functions 0 Trigonometric Functions. ( ) cos cos cos cos (cos + cos ) Given, cos cos + 0 cos (cos + cos ) + ( ) 0 cos cos cos + 0 + cos + (cos cos +
More informationPlates on elastic foundation
Pltes on elstic foundtion Circulr elstic plte, xil-symmetric lod, Winkler soil (fter Timoshenko & Woinowsky-Krieger (1959) - Chpter 8) Prepred by Enzo Mrtinelli Drft version ( April 016) Introduction Winkler
More informationELEG 413 Lecture #6. Mark Mirotznik, Ph.D. Professor The University of Delaware
LG 43 Lctur #6 Mrk Mirtnik, Ph.D. Prfssr Th Univrsity f Dlwr mil: mirtni@c.udl.du Wv Prpgtin nd Plritin TM: Trnsvrs lctrmgntic Wvs A md is prticulr fild cnfigurtin. Fr givn lctrmgntic bundry vlu prblm,
More informationDelhi Public School, Jammu Question Bank ( )
Class : XI Delhi Public School, Jammu Question Bank (07 8) Subject : Math s Q. For all sets A and B, (A B) (A B) A. LHS (A B) (A B) [(A B) A] [(A B) B] A A B A RHS Hence, given statement is true. Q. For
More informationWORKSHOP 6 BRIDGE TRUSS
WORKSHOP 6 BRIDGE TRUSS WS6-2 Workshop Ojtivs Lrn to msh lin gomtry to gnrt CBAR lmnts Bom fmilir with stting up th CBAR orinttion vtor n stion proprtis Lrn to st up multipl lo ss Lrn to viw th iffrnt
More informationVSMN30 FINITA ELEMENTMETODEN - DUGGA
VSMN3 FINITA ELEMENTMETODEN - DUGGA 1-11-6 kl. 8.-1. Maximum points: 4, Rquird points to pass: Assistanc: CALFEM manual and calculator Problm 1 ( 8p ) 8 7 6 5 y 4 1. m x 1 3 1. m Th isotropic two-dimnsional
More informationDEVELOPING COMPUTER PROGRAM FOR COMPUTING EIGENPAIRS OF 2 2 MATRICES AND 3 3 UPPER TRIANGULAR MATRICES USING THE SIMPLE ALGORITHM
Fr Est Journl o Mthtil Sins (FJMS) Volu 6 Nur Pgs 8- Pulish Onlin: Sptr This ppr is vill onlin t http://pphjo/journls/jsht Pushp Pulishing Hous DEVELOPING COMPUTER PROGRAM FOR COMPUTING EIGENPAIRS OF MATRICES
More informationFinite element discretization of Laplace and Poisson equations
Finit lmnt discrtization of Laplac and Poisson quations Yashwanth Tummala Tutor: Prof S.Mittal 1 Outlin Finit Elmnt Mthod for 1D Introduction to Poisson s and Laplac s Equations Finit Elmnt Mthod for 2D-Discrtization
More informationSAFE HANDS & IIT-ian's PACE EDT-15 (JEE) SOLUTIONS
It is not possibl to find flu through biggr loop dirctly So w will find cofficint of mutual inductanc btwn two loops and thn find th flu through biggr loop Also rmmbr M = M ( ) ( ) EDT- (JEE) SOLUTIONS
More informationEngineering Mechanics: Statics STRUCTURAL ANALYSIS. by Dr. Ibrahim A. Assakkaf SPRING 2007 ENES 110 Statics
CHAPTER Engineering Mechanics: Statics STRUCTURAL ANALYSIS College of Engineering Department of Mechanical Engineering Tenth Edition 6a by Dr. Ibrahim A. Assakkaf SPRING 2007 ENES 110 Statics Department
More informationA - INTRODUCTION AND OVERVIEW
MMJ5 COMPUTATIONAL METHOD IN SOLID MECHANICS A - INTRODUCTION AND OVERVIEW INTRODUCTION AND OVERVIEW M.N. Tmin, CSMLb, UTM MMJ5 COMPUTATIONAL METHOD IN SOLID MECHANICS Course Content: A INTRODUCTION AND
More information1 Solution to Homework 4
Solution to Homework Section. 5. The characteristic equation is r r + = (r )(r ) = 0 r = or r =. y(t) = c e t + c e t y = c e t + c e t. y(0) =, y (0) = c + c =, c + c = c =, c =. To find the maximum value
More informationLesson 6.2 Exercises, pages
Lesson 6.2 Eercises, pages 448 48 A. Sketch each angle in standard position. a) 7 b) 40 Since the angle is between Since the angle is between 0 and 90, the terminal 90 and 80, the terminal arm is in Quadrant.
More informationVibration with more (than one) degrees of freedom (DOF) a) longitudinal vibration with 3 DOF. b) rotational (torsional) vibration with 3 DOF
irtion with ore (thn one) degrees of freedo (DOF) ) longitudinl irtion with DOF ) rottionl (torsionl) irtion with DOF ) ending irtion with DOF d) the D (plnr) irtion of the fleil supported rigid od with
More informationperm4 A cnt 0 for for if A i 1 A i cnt cnt 1 cnt i j. j k. k l. i k. j l. i l
h 4D, 4th Rank, Antisytric nsor and th 4D Equivalnt to th Cross Product or Mor Fun with nsors!!! Richard R Shiffan Digital Graphics Assoc 8 Dunkirk Av LA, Ca 95 rrs@isidu his docunt dscribs th four dinsional
More informationMATHEMATICS (B) 2 log (D) ( 1) = where z =
MATHEMATICS SECTION- I STRAIGHT OBJECTIVE TYPE This sction contains 9 multipl choic qustions numbrd to 9. Each qustion has choic (A), (B), (C) and (D), out of which ONLY-ONE is corrct. Lt I d + +, J +
More informationMSC Studentenwettbewerb. Wintersemester 2012/13. Nastran - Patran
MSC Stuntnwttwr Wintrsmstr 2012/13 Nstrn - Ptrn Aufg Wi groß ist i mximl Vrshiung? Softwr Vrsion Ptrn 2011 MSC/MD Nstrn 2011 Fils Rquir strut.xmt 3 TUTORIAL Prolm Dsription A lning gr strut hs n sign for
More information( ) Geometric Operations and Morphing. Geometric Transformation. Forward v.s. Inverse Mapping. I (x,y ) Image Processing - Lesson 4 IDC-CG 1
Img Procssing - Lsson 4 Gomtric Oprtions nd Morphing Gomtric Trnsformtion Oprtions dpnd on Pil s Coordints. Contt fr. Indpndnt of pil vlus. f f (, ) (, ) ( f (, ), f ( ) ) I(, ) I', (,) (, ) I(,) I (,
More informationModule 4 : Deflection of Structures Lecture 4 : Strain Energy Method
Module 4 : Deflection of Structures Lecture 4 : Strain Energy Method Objectives In this course you will learn the following Deflection by strain energy method. Evaluation of strain energy in member under
More informationPHY 5246: Theoretical Dynamics, Fall Assignment # 5, Solutions. θ = l mr 2 = l
PHY 546: Theoreticl Dynics, Fll 15 Assignent # 5, Solutions 1 Grded Probles Proble 1 (1.) Using the eqution of the orbit or force lw d ( 1 dθ r)+ 1 r = r F(r), (1) l with r(θ) = ke αθ one finds fro which
More informationTRIGONOMETRIC FUNCTIONS
Phone: -649 www.lirntlsses.in. Prove tht:. If sin θ = implies θ = nπ. If os θ = implies θ = (n+)π/. If tn θ = implies θ = nπ. Prove tht: MATHS I & II List of Theorems TRIGONOMETRIC FUNCTIONS. If sin θ
More informationFSA. CmSc 365 Theory of Computation. Finite State Automata and Regular Expressions (Chapter 2, Section 2.3) ALPHABET operations: U, concatenation, *
CmSc 365 Thory of Computtion Finit Stt Automt nd Rgulr Exprssions (Chptr 2, Sction 2.3) ALPHABET oprtions: U, conctntion, * otin otin Strings Form Rgulr xprssions dscri Closd undr U, conctntion nd * (if
More informationGUC (Dr. Hany Hammad) 9/28/2016
U (r. Hny Hd) 9/8/06 ctur # 3 ignl flow grphs (cont.): ignl-flow grph rprsnttion of : ssiv sgl-port dvic. owr g qutions rnsducr powr g. Oprtg powr g. vill powr g. ppliction to Ntwork nlyzr lirtion. Nois
More informationOrdinary Differential Equations (ODEs) Background. Video 17
Ordinary Differential Equations (ODEs) Background Video 17 Daniel J. Bodony Department of Aerospace Engineering University of Illinois at Urbana-Champaign In this video you will learn... 1 What ODEs are
More informationStrength of Materials
Strngth of Matrials Sssion Column 08 ctur not : ramudiyanto, M.Eng. Strngth of Matrials STBIITY OF STRUCTURE In th dsign of columns, oss-sctional ara is slctd such that - allowabl strss is not xcdd all
More informationCHAPTER 8 MECHANICS OF RIGID BODIES: PLANAR MOTION. m and centered at. ds xdy b y dy 1 b ( ) 1. ρ dy. y b y m ( ) ( ) b y d b y. ycm.
CHAPTER 8 MECHANCS OF RGD BODES: PLANAR MOTON 8. ( For ech portion of the wire hving nd centered t,, (,, nd, + + + + ( d d d ρ d ρ d π ρ π Fro etr, π (c (d The center of i on the -i. d d ( d ρ ρ d d d
More informationChapter 6: Structural Analysis
Chapter 6: Structural Analysis APPLICATIONS Trusses are commonly used to support a roof. For a given truss geometry and load, how can we determine the forces in the truss members and select their sizes?
More informationIntro to QM due: February 8, 2019 Problem Set 12
Intro to QM du: Fbruary 8, 9 Prob St Prob : Us [ x i, p j ] i δ ij to vrify that th anguar ontu oprators L i jk ɛ ijk x j p k satisfy th coutation rations [ L i, L j ] i k ɛ ijk Lk, [ L i, x j ] i k ɛ
More informationMM1. Introduction to State-Space Method
MM Itroductio to Stt-Spc Mthod Wht tt-pc thod? How to gt th tt-pc dcriptio? 3 Proprty Alyi Bd o SS Modl Rdig Mtril: FC: p469-49 C: p- /4/8 Modr Cotrol Wht th SttS tt-spc Mthod? I th tt-pc thod th dyic
More information8/31/2018. PHY 711 Classical Mechanics and Mathematical Methods 10-10:50 AM MWF Olin 103
PHY 7 Classical Mechanics and Mathematical Methods 0-0:50 AM MWF Olin 03 Plan for Lecture :. Brief comment on quiz. Particle interactions 3. Notion of center of mass reference fame 4. Introduction to scattering
More informationSRSD 2093: Engineering Mechanics 2SRRI SECTION 19 ROOM 7, LEVEL 14, MENARA RAZAK
SRSD 2093: Engineering Mechanics 2SRRI SECTION 19 ROOM 7, LEVEL 14, MENARA RAZAK SIMPLE TRUSSES, THE METHOD OF JOINTS, & ZERO-FORCE MEMBERS Today s Objectives: Students will be able to: a) Define a simple
More informationChapter DEs with Discontinuous Force Functions
Chapter 6 6.4 DEs with Discontinuous Force Functions Discontinuous Force Functions Using Laplace Transform, as in 6.2, we solve nonhomogeneous linear second order DEs with constant coefficients. The only
More informationModule 2. Analysis of Statically Indeterminate Structures by the Matrix Force Method
Module 2 Analysis of Statically Indeterminate Structures by the Matrix Force Method Lesson 10 The Force Method of Analysis: Trusses Instructional Objectives After reading this chapter the student will
More informationThe Theory of Small Reflections
Jim Stils Th Univ. of Knss Dt. of EECS 4//9 Th Thory of Smll Rflctions /9 Th Thory of Smll Rflctions Rcll tht w nlyzd qurtr-wv trnsformr usg th multil rflction viw ot. V ( z) = + β ( z + ) V ( z) = = R
More informationMATHEMATICS PAPER IB COORDINATE GEOMETRY(2D &3D) AND CALCULUS. Note: This question paper consists of three sections A,B and C.
MATHEMATICS PAPER IB COORDINATE GEOMETRY(D &D) AND CALCULUS. TIME : hrs Ma. Marks.75 Not: This qustion papr consists of thr sctions A,B and C. SECTION A VERY SHORT ANSWER TYPE QUESTIONS. 0X =0.If th portion
More informationNARAYANA I I T / P M T A C A D E M Y. C o m m o n P r a c t i c e T e s t 1 6 XII STD BATCHES [CF] Date: PHYSIS HEMISTRY MTHEMTIS
. (D). (A). (D). (D) 5. (B) 6. (A) 7. (A) 8. (A) 9. (B). (A). (D). (B). (B). (C) 5. (D) NARAYANA I I T / P M T A C A D E M Y C o m m o n P r a c t i c T s t 6 XII STD BATCHES [CF] Dat: 8.8.6 ANSWER PHYSIS
More informationPlane Trusses Trusses
TRUSSES Plane Trusses Trusses- It is a system of uniform bars or members (of various circular section, angle section, channel section etc.) joined together at their ends by riveting or welding and constructed
More informationCHAPTER 4: DETERMINANTS
CHAPTER 4: DETERMINANTS MARKS WEIGHTAGE 0 mrks NCERT Importnt Questions & Answers 6. If, then find the vlue of. 8 8 6 6 Given tht 8 8 6 On epnding both determinnts, we get 8 = 6 6 8 36 = 36 36 36 = 0 =
More informationL 1 = L G 1 F-matrix: too many F ij s even at quadratic-only level
5.76 Lctur #6 //94 Pag of 8 pag Lctur #6: Polyatomic Vibration III: -Vctor and H O Lat tim: I got tuck on L G L mut b L L L G F-matrix: too many F ij vn at quadratic-only lvl It obviou! Intrnal coordinat:
More informationSection - 2 MORE PROPERTIES
LOCUS Section - MORE PROPERTES n section -, we delt with some sic properties tht definite integrls stisf. This section continues with the development of some more properties tht re not so trivil, nd, when
More informationFinite Element Models for Steady Flows of Viscous Incompressible Fluids
Finit Elmnt Modls for Stad Flows of Viscous Incomprssibl Fluids Rad: Chaptr 10 JN Rdd CONTENTS Govrning Equations of Flows of Incomprssibl Fluids Mid (Vlocit-Prssur) Finit Elmnt Modl Pnalt Function Mthod
More informationIndeterminate Analysis Force Method 1
Indeterminate Analysis Force Method 1 The force (flexibility) method expresses the relationships between displacements and forces that exist in a structure. Primary objective of the force method is to
More informationSundials and Linear Algebra
Sundials and Linar Algbra M. Scot Swan July 2, 25 Most txts on crating sundials ar dirctd towards thos who ar solly intrstd in making and using sundials and usually assums minimal mathmatical background.
More informationOn Some Classes of Breather Lattice Solutions to the sinh-gordon Equation
On Soe Clsses of Brether Lttice Solutions to the sinh-gordon Eqution Zunto Fu,b nd Shiuo Liu School of Physics & Lbortory for Severe Stor nd Flood Disster, Peing University, Beijing, 0087, Chin b Stte
More informationStatics: Lecture Notes for Sections
Chapter 6: Structural Analysis Today s Objectives: Students will be able to: a) Define a simple truss. b) Determine the forces in members of a simple truss. c) Identify zero-force members. READING QUIZ
More informationMAHALAKSHMI ENGINEERING COLLEGE
MAHALAKSHMI ENGINEERING COLLEGE TIRUCHIRAPALLI - 6. QUESTION WITH ANSWERS DEPARTMENT : CIVIL SEMESTER: V SUB.CODE/ NAME: CE 5 / Strngth of Matrials UNIT 4 STATE OF STRESS IN THREE DIMESIONS PART - A (
More information5. B To determine all the holes and asymptotes of the equation: y = bdc dced f gbd
1. First you chck th domain of g x. For this function, x cannot qual zro. Thn w find th D domain of f g x D 3; D 3 0; x Q x x 1 3, x 0 2. Any cosin graph is going to b symmtric with th y-axis as long as
More informationAt the end of this lesson, the students should be able to understand:
Instructional Objctivs: At th nd of this lsson, th studnts should b abl to undrstand: Dsign thod for variabl load Equivalnt strss on shaft Dsign basd on stiffnss and torsional rigidit Critical spd of shaft
More information3 Finite Element Parametric Geometry
3 Finit Elmnt Paramtric Gomtry 3. Introduction Th intgral of a matrix is th matrix containing th intgral of ach and vry on of its original componnts. Practical finit lmnt analysis rquirs intgrating matrics,
More informationDeepak Rajput
Q Prov: (a than an infinit point lattic is only capabl of showing,, 4, or 6-fold typ rotational symmtry; (b th Wiss zon law, i.. if [uvw] is a zon axis and (hkl is a fac in th zon, thn hu + kv + lw ; (c
More information