All India Mock GATE Test Series Test series 4 Civil Engineering
|
|
- Nelson Lloyd
- 5 years ago
- Views:
Transcription
1 All India Mock GATE Test Series Test series 4 Civil Engineering Answer Keys and Explanations General Aptitde: 1 [Ans A] Meaning: slow to move or act Part of Speech: Adjective 2 [Ans *] Range: 9 to 9 So, the series is a GP in which = 5 and r = 2 To find the term of a Geometric progression, the formla is et 1280 be the term of the series Then, 3 [Ans A] For this type of qestion take the CM of speeds and assme the CM as the distance Ths we see that in place of 5 hrs trains take 6 hrs Its means train takes 1 hr extra and this one hor is stopping period in the total time of 6 hrs Ths in 6 hrs train halts for 1 hr so in 1 hr train will stop for hors or 10 mintes 4 [Ans *] Range: 10 to 10 R P R = Since ABCD is a parallelogram AD= BC : , info@thegateacademycom Copyright reserved Web:wwwthegateacademycom 1
2 5 [Ans A] Actors Dancers Singers (Or) Dancers Singers Only (1) Follows Actors 6 [Ans *] Range: 6 to 6 Given: R ] ] ] Ths total 6 coins have to be transferred 7 [Ans B] The nmbers are given in pair of 4 and 9 The nit digit of each pair is 4, and there are 50 sch pairs which are mtally mltiplied together ie, the nit digit of, which is 6 [Since nit digit of ] : , info@thegateacademycom Copyright reserved Web:wwwthegateacademycom 2
3 8 [Ans B] Ths the nmber of Girls = 16 and nmber of Boys = 24 9 [Ans D] et there be x voters and k votes goes to loser then From eqa Nmber of voters voted = x 02x 08x= = 3200 : , info@thegateacademycom Copyright reserved Web:wwwthegateacademycom 3
4 10 [Ans *] Range: 40 to 40 Given If the efficiency of is same, then 50% more work force is reqired Bt it is given the prodctivity of new labor is 25% more (ie, 5/4 times efficient) : , info@thegateacademycom Copyright reserved Web:wwwthegateacademycom 4
5 Technical: 1 [Ans *]Range: 20 to20 As we know, (, Given Method-1 (, Re-write the matrix (, So, Method-2 R R R R R R R R R For trianglar matrix P P : , info@thegateacademycom Copyright reserved Web:wwwthegateacademycom 5
6 2 [Ans D] The given fnction is not continos at x = 2 If a fnction is not continos at x = 0 then it cannot be differentiable 3 [Ans B] Since no y-derivation occr, we can solve the given PDE like The soltion for is given by with constant A and B Here A and B may be fnction of y so the answer is 4 [Ans B] 5 [Ans C] Maclarin Series is given by ( ) : , info@thegateacademycom Copyright reserved Web:wwwthegateacademycom 6
7 6 [Ans *]Range: 9 to 9 P The trss can go two displacements at each joint Althogh rotations can take place on each joint, since movements cannot be sstained at trss joints, rotations have no physical significance in this problem So, the trss is Kinematically Indeterminate to the ninth degree 7 [Ans *] Range: to P Eqivalent Shear Force: Eqivalent Shear Stress: ( ) 8 [Ans D] In method of joints, necessary reactions are worked ot first Then taking each joint, the forces acting on it will be external forces inclding reactions if any and the forces in varios members : , info@thegateacademycom Copyright reserved Web:wwwthegateacademycom 7
8 9 [Ans A] As per IS 3495 (Part 2) 1992 procedre for water absorption, when bricks are immersed in water for 24 hors, water absorption shall not be more than 20% by weight p to class 125 (Class designation ie, compressive strength) and 15% by weight for higher classes 10 [Ans C] As if F then the activity is sper critical and so there is no freedom or flexibility, so reqires special attention If F = sb-critical Flexibility or freedom to delay the activity is there, so reqire normal attention 11 [Ans *]Range: 10 to 105 =1031kN 12 [Ans D] 13 [Ans C] [ ( ) ] [ ] ( ) : , info@thegateacademycom Copyright reserved Web:wwwthegateacademycom 8
9 14 [Ans *]Range: 72 to73 =7285 cm/s 15 [Ans D] 16 [Ans *]Range: 2 to 5 For coette flow (No pressre gradient) velocity profile is Considering the flid to be Newtonian So, P 17 [Ans A] When ambient lapse rate is less than adiabatic lapse rate, the ambient lapse rate is said to be sb adiabatic 18 [Ans B] : , info@thegateacademycom Copyright reserved Web:wwwthegateacademycom 9
10 19 [Ans *] Range: 75 to 75 Temporary hardness or Carbonate hardness (CH) = ess of Total Hardness (TH) or alkalinity =225 mg/l as So, Non carbonate Hardness (NCH) 20 [Ans C] 21 [Ans *]Range: 30 to [Ans C] P [ R ] 23 [Ans C] 24 [Ans A] 25 [Ans A] Trnnion axis not perpendiclar to the vertical axis by a small amont is also an example of error in horizontal circle bearing : , info@thegateacademycom Copyright reserved Web:wwwthegateacademycom 10
11 26 [Ans *] 1665 to 1667 Parabola intersects the x-axis at and 4 also at x = 0, y = 24 is the eqation of the given crve 27 [Ans C] ( * 28 [Ans C] Pt so that ( ) 29 [Ans B] The characteristic eqation of the homogenos ODE is given by Verification of the options (A) Roots are which do not satisfy (B) Roots are which satisfy (C) Roots are which do not satisfy (D) Roots are which do not satisfy : , info@thegateacademycom Copyright reserved Web:wwwthegateacademycom 11
12 30 [Ans C] 31 [Ans C] ( P * P P ( * ( ) ( * * + 32 [Ans B] 33 [Ans *]Range: 17 to 17 Joints Member Relative stiffness Total relative stiffness Distribtion factor B C 06357I 34 [Ans A] The method of section can be more sefl if one jst wants to know the forces acting on a particlar member close to the center of the trss : , info@thegateacademycom Copyright reserved Web:wwwthegateacademycom 12
13 35 [Ans *]Range: 60 to 62 Given beam cross-section AB=10cm BC=5 cm ( * ( * ( + ( ) ( ) ( ) P ( ) ( ) 36 [Ans *] Range: 30 to 30 P : , info@thegateacademycom Copyright reserved Web:wwwthegateacademycom 13
14 37 [Ans *]Range: 52 to 53 Case: 1 Bt when plate will try to tear along section , the bolt at 6 will try to resist it with its shear capacity of 15 kn, hence effective tension for rptre will be Case: 2 Case 3: ( ), - 38 [Ans B] (i) Beam mechanism { } kn ( * (ii) Sway mechanism : , info@thegateacademycom Copyright reserved Web:wwwthegateacademycom 14
15 ( * ( * (iii) Combined Mechanism ( * ( * owest vale =Collapse load 39 [Ans D] Free float for EF : , info@thegateacademycom Copyright reserved Web:wwwthegateacademycom 15
16 40 [Ans *]Range: 185 to 195 Soil specimen will attain minimm volme at shrinkage limit If is mass of solids, volme of water at liqid limit, 41 [Ans A] (i) N vale increases with depth Correct (ii) N= represents dense sand Incorrect 42 [Ans *]Range: 03 to 032 ( ) Total settlement of clay layer: 43 [Ans C] Apex angle : , info@thegateacademycom Copyright reserved Web:wwwthegateacademycom 16
17 44 [Ans *]Range: 81 to 83 So, it is a shallow fondation [ ( *] 45 [Ans *]Range: to Conservation of mass (steady state) { ( ) ( ) } [ / [ ( * ] [ ( * ] : , info@thegateacademycom Copyright reserved Web:wwwthegateacademycom 17
18 46 [Ans D] Now free Chlorine residal=15 mg/l 47 [Ans D] From Diagram, [ ] : , info@thegateacademycom Copyright reserved Web:wwwthegateacademycom 18
19 48 [Ans *]Range: 4 to 4 Power available from trbines P Relation for specific speed P Power available from a single trbine P ( * ( * R 49 [Ans D] Base period of 6-hor nit hydrograph=84 hors Then the base period of 12 hor nit hydrograph is 6+84 hor=90 hors as to obtain 12 hor UH by sperposition method, the 6 hor UH is lagged by 6 hors, so the base period for 12 hr UH is 6+84=90 hors 50 [Ans *] Range: 030 to 030 Since each hosehold gets water=500 l/day So, total treated water : , info@thegateacademycom Copyright reserved Web:wwwthegateacademycom 19
20 51 [Ans *] Range: 5 to 51 Total area of settling tanks reqired 52 [Ans C] Volme of reaction tank, 53 [Ans *]Range: 715 to 716 Total lost time, Effective green time, Capacity of the given phases 54 [Ans *]Range: 67 to 67 The weighted horly capacity is WHC : , info@thegateacademycom Copyright reserved Web:wwwthegateacademycom 20
21 55 [Ans *]Range: to R R R R R : , info@thegateacademycom Copyright reserved Web:wwwthegateacademycom 21
All India Mock GATE Test Series Test series 4 Computer Science and Information Technology. Answer Keys and Explanations.
Test ID: -TS-04-18 All India Mock GATE Test Series Test series 4 Computer Science and Information Technology Answer Keys and Explanations General Aptitude: 1. [Ans. A] Meaning: slow to move or act art
More information5. The Bernoulli Equation
5. The Bernolli Eqation [This material relates predominantly to modles ELP034, ELP035] 5. Work and Energy 5. Bernolli s Eqation 5.3 An example of the se of Bernolli s eqation 5.4 Pressre head, velocity
More informationStructural Analysis. For. Civil Engineering.
Structural Analysis For Civil Engineering By www.thegateacademy.com ` Syllabus for Structural Analysis Syllabus Statically Determinate and Indeterminate Structures by Force/ Energy Methods; Method of Superposition;
More informationUNIT V BOUNDARY LAYER INTRODUCTION
UNIT V BOUNDARY LAYER INTRODUCTION The variation of velocity from zero to free-stream velocity in the direction normal to the bondary takes place in a narrow region in the vicinity of solid bondary. This
More informationFEA Solution Procedure
EA Soltion Procedre (demonstrated with a -D bar element problem) EA Procedre for Static Analysis. Prepare the E model a. discretize (mesh) the strctre b. prescribe loads c. prescribe spports. Perform calclations
More informationPrandl established a universal velocity profile for flow parallel to the bed given by
EM 0--00 (Part VI) (g) The nderlayers shold be at least three thicknesses of the W 50 stone, bt never less than 0.3 m (Ahrens 98b). The thickness can be calclated sing Eqation VI-5-9 with a coefficient
More informationFormal Methods for Deriving Element Equations
Formal Methods for Deriving Element Eqations And the importance of Shape Fnctions Formal Methods In previos lectres we obtained a bar element s stiffness eqations sing the Direct Method to obtain eact
More informationLecture Notes: Finite Element Analysis, J.E. Akin, Rice University
9. TRUSS ANALYSIS... 1 9.1 PLANAR TRUSS... 1 9. SPACE TRUSS... 11 9.3 SUMMARY... 1 9.4 EXERCISES... 15 9. Trss analysis 9.1 Planar trss: The differential eqation for the eqilibrim of an elastic bar (above)
More information3.4-Miscellaneous Equations
.-Miscellaneos Eqations Factoring Higher Degree Polynomials: Many higher degree polynomials can be solved by factoring. Of particlar vale is the method of factoring by groping, however all types of factoring
More information1 Differential Equations for Solid Mechanics
1 Differential Eqations for Solid Mechanics Simple problems involving homogeneos stress states have been considered so far, wherein the stress is the same throghot the component nder std. An eception to
More informationIncompressible Viscoelastic Flow of a Generalised Oldroyed-B Fluid through Porous Medium between Two Infinite Parallel Plates in a Rotating System
International Jornal of Compter Applications (97 8887) Volme 79 No., October Incompressible Viscoelastic Flow of a Generalised Oldroed-B Flid throgh Poros Medim between Two Infinite Parallel Plates in
More information2. Find the coordinates of the point where the line tangent to the parabola 2
00. lim 3 3 3 = (B) (C) 0 (D) (E). Find the coordinates of the point where the line tangent to the parabola y = 4 at = 4 intersects the ais of symmetry of the parabola. 3. If f () = 7 and f () = 3, then
More informationMomentum Equation. Necessary because body is not made up of a fixed assembly of particles Its volume is the same however Imaginary
Momentm Eqation Interest in the momentm eqation: Qantification of proplsion rates esign strctres for power generation esign of pipeline systems to withstand forces at bends and other places where the flow
More informationBLOOM S TAXONOMY. Following Bloom s Taxonomy to Assess Students
BLOOM S TAXONOMY Topic Following Bloom s Taonomy to Assess Stdents Smmary A handot for stdents to eplain Bloom s taonomy that is sed for item writing and test constrction to test stdents to see if they
More informationCalculations involving a single random variable (SRV)
Calclations involving a single random variable (SRV) Example of Bearing Capacity q φ = 0 µ σ c c = 100kN/m = 50kN/m ndrained shear strength parameters What is the relationship between the Factor of Safety
More informationMean Value Formulae for Laplace and Heat Equation
Mean Vale Formlae for Laplace and Heat Eqation Abhinav Parihar December 7, 03 Abstract Here I discss a method to constrct the mean vale theorem for the heat eqation. To constrct sch a formla ab initio,
More informationSTEP Support Programme. STEP III Hyperbolic Functions: Solutions
STEP Spport Programme STEP III Hyperbolic Fnctions: Soltions Start by sing the sbstittion t cosh x. This gives: sinh x cosh a cosh x cosh a sinh x t sinh x dt t dt t + ln t ln t + ln cosh a ln ln cosh
More informationUNCERTAINTY FOCUSED STRENGTH ANALYSIS MODEL
8th International DAAAM Baltic Conference "INDUSTRIAL ENGINEERING - 19-1 April 01, Tallinn, Estonia UNCERTAINTY FOCUSED STRENGTH ANALYSIS MODEL Põdra, P. & Laaneots, R. Abstract: Strength analysis is a
More informationTwo identical, flat, square plates are immersed in the flow with velocity U. Compare the drag forces experienced by the SHADED areas.
Two identical flat sqare plates are immersed in the flow with velocity U. Compare the drag forces experienced by the SHAE areas. F > F A. A B F > F B. B A C. FA = FB. It depends on whether the bondary
More informationsin u 5 opp } cos u 5 adj } hyp opposite csc u 5 hyp } sec u 5 hyp } opp Using Inverse Trigonometric Functions
13 Big Idea 1 CHAPTER SUMMARY BIG IDEAS Using Trigonometric Fnctions Algebra classzone.com Electronic Fnction Library For Yor Notebook hypotense acent osite sine cosine tangent sin 5 hyp cos 5 hyp tan
More information3 2D Elastostatic Problems in Cartesian Coordinates
D lastostatic Problems in Cartesian Coordinates Two dimensional elastostatic problems are discssed in this Chapter, that is, static problems of either plane stress or plane strain. Cartesian coordinates
More information1. Solve Problem 1.3-3(c) 2. Solve Problem 2.2-2(b)
. Sole Problem.-(c). Sole Problem.-(b). A two dimensional trss shown in the figre is made of alminm with Yong s modls E = 8 GPa and failre stress Y = 5 MPa. Determine the minimm cross-sectional area of
More informationElio Sacco. Dipartimento di Ingegneria Civile e Meccanica Università di Cassino e LM
Elio Sacco Dipartimento di Ingegneria Civile e Meccanica Università di Cassino e LM F Total area Area of the cracks damage parameter nominal stress effective stress A A d A d D = A F = A F F 1 = = = A
More informationL = 2 λ 2 = λ (1) In other words, the wavelength of the wave in question equals to the string length,
PHY 309 L. Soltions for Problem set # 6. Textbook problem Q.20 at the end of chapter 5: For any standing wave on a string, the distance between neighboring nodes is λ/2, one half of the wavelength. The
More informationChapter 6 Momentum Transfer in an External Laminar Boundary Layer
6. Similarit Soltions Chapter 6 Momentm Transfer in an Eternal Laminar Bondar Laer Consider a laminar incompressible bondar laer with constant properties. Assme the flow is stead and two-dimensional aligned
More informationImage and Multidimensional Signal Processing
Image and Mltidimensional Signal Processing Professor William Hoff Dept of Electrical Engineering &Compter Science http://inside.mines.ed/~whoff/ Forier Transform Part : D discrete transforms 2 Overview
More informationSecond-Order Wave Equation
Second-Order Wave Eqation A. Salih Department of Aerospace Engineering Indian Institte of Space Science and Technology, Thirvananthapram 3 December 016 1 Introdction The classical wave eqation is a second-order
More informationPhysicsAndMathsTutor.com
C Integration - By sbstittion PhysicsAndMathsTtor.com. Using the sbstittion cos +, or otherwise, show that e cos + sin d e(e ) (Total marks). (a) Using the sbstittion cos, or otherwise, find the eact vale
More informationChem 4501 Introduction to Thermodynamics, 3 Credits Kinetics, and Statistical Mechanics. Fall Semester Homework Problem Set Number 10 Solutions
Chem 4501 Introdction to Thermodynamics, 3 Credits Kinetics, and Statistical Mechanics Fall Semester 2017 Homework Problem Set Nmber 10 Soltions 1. McQarrie and Simon, 10-4. Paraphrase: Apply Eler s theorem
More informationChapter 1: Differential Form of Basic Equations
MEG 74 Energ and Variational Methods in Mechanics I Brendan J. O Toole, Ph.D. Associate Professor of Mechanical Engineering Howard R. Hghes College of Engineering Universit of Nevada Las Vegas TBE B- (7)
More informationEDEXCEL NATIONAL CERTIFICATE/DIPLOMA. PRINCIPLES AND APPLICATIONS of FLUID MECHANICS UNIT 13 NQF LEVEL 3 OUTCOME 3 - HYDRODYNAMICS
EDEXCEL NATIONAL CERTIFICATE/DIPLOMA PRINCIPLES AND APPLICATIONS of FLUID MECHANICS UNIT 3 NQF LEVEL 3 OUTCOME 3 - HYDRODYNAMICS TUTORIAL - PIPE FLOW CONTENT Be able to determine the parameters of pipeline
More informationElements of Coordinate System Transformations
B Elements of Coordinate System Transformations Coordinate system transformation is a powerfl tool for solving many geometrical and kinematic problems that pertain to the design of gear ctting tools and
More informationChapter 9 Flow over Immersed Bodies
57:00 Mechanics o Flids and Transport Processes Chapter 9 Proessor Fred Stern Fall 01 1 Chapter 9 Flow over Immersed Bodies Flid lows are broadly categorized: 1. Internal lows sch as dcts/pipes, trbomachinery,
More informationModelling by Differential Equations from Properties of Phenomenon to its Investigation
Modelling by Differential Eqations from Properties of Phenomenon to its Investigation V. Kleiza and O. Prvinis Kanas University of Technology, Lithania Abstract The Panevezys camps of Kanas University
More informationCurves - Foundation of Free-form Surfaces
Crves - Fondation of Free-form Srfaces Why Not Simply Use a Point Matrix to Represent a Crve? Storage isse and limited resoltion Comptation and transformation Difficlties in calclating the intersections
More informationAdvanced topics in Finite Element Method 3D truss structures. Jerzy Podgórski
Advanced topics in Finite Element Method 3D trss strctres Jerzy Podgórski Introdction Althogh 3D trss strctres have been arond for a long time, they have been sed very rarely ntil now. They are difficlt
More informationSimplified Identification Scheme for Structures on a Flexible Base
Simplified Identification Scheme for Strctres on a Flexible Base L.M. Star California State University, Long Beach G. Mylonais University of Patras, Greece J.P. Stewart University of California, Los Angeles
More informationLocalization in Undrained Deformation 1
Localization in Undrained Deformation 1 J. W. Rdnicki Dept. of Civil and Env. Engn. and Dept. of Mech. Engn. Northwestern University Evanston, IL 6001-3109 John.Rdnicki@gmail.com Janary 7, 009 1 To appear
More informationKragujevac J. Sci. 34 (2012) UDC 532.5: :537.63
5 Kragjevac J. Sci. 34 () 5-. UDC 53.5: 536.4:537.63 UNSTEADY MHD FLOW AND HEAT TRANSFER BETWEEN PARALLEL POROUS PLATES WITH EXPONENTIAL DECAYING PRESSURE GRADIENT Hazem A. Attia and Mostafa A. M. Abdeen
More informationChapter (6) Geometric Design of Shallow Foundations
Chapter (6) Geometric Design of Shallow Foundations Introduction As we stated in Chapter 3, foundations are considered to be shallow if if [D (3 4)B]. Shallow foundations have several advantages: minimum
More informationFEA Solution Procedure
EA Soltion Procedre (demonstrated with a -D bar element problem) MAE 5 - inite Element Analysis Several slides from this set are adapted from B.S. Altan, Michigan Technological University EA Procedre for
More informationDiscontinuous Fluctuation Distribution for Time-Dependent Problems
Discontinos Flctation Distribtion for Time-Dependent Problems Matthew Hbbard School of Compting, University of Leeds, Leeds, LS2 9JT, UK meh@comp.leeds.ac.k Introdction For some years now, the flctation
More informationCONTENTS. INTRODUCTION MEQ curriculum objectives for vectors (8% of year). page 2 What is a vector? What is a scalar? page 3, 4
CONTENTS INTRODUCTION MEQ crriclm objectives for vectors (8% of year). page 2 What is a vector? What is a scalar? page 3, 4 VECTOR CONCEPTS FROM GEOMETRIC AND ALGEBRAIC PERSPECTIVES page 1 Representation
More informationPutty and Clay - Calculus and Neoclassical Theory
Ptty and Clay - Calcls and Neoclassical Theory Jürgen Mimkes Physics Department, Paderborn University, D - 3396 Paderborn, Germany e-mail: Jergen.Mimkes@ni-paderborn.de Abstract Calcls in two dimensions
More informationUNIT IV FLEXIBILTY AND STIFFNESS METHOD
SIDDHARTH GROUP OF INSTITUTIONS :: PUTTUR Siddharth Nagar, Narayanavanam Road 517583 QUESTION BANK (DESCRIPTIVE) Subject with Code : SA-II (13A01505) Year & Sem: III-B.Tech & I-Sem Course & Branch: B.Tech
More informationCopyright Canadian Institute of Steel Construction
Copyright 017 by Canadian Institte of Steel Constrction All rights reserved. This book or any part thereof mst not be reprodced in any form withot the written permission of the pblisher. Third Edition
More informationANALYSIS OF GATE 2018*(Memory Based) Mechanical Engineering
ANALYSIS OF GATE 2018*(Memory Based) Mechanical ME Industrial 4% General Aptitude 15% Mathematics 14% Mechanics 4% Manufacturing 14% Mechanics of Materials 14% Thermodynamics 10% Heat Transfer 2% Fluid
More informationWEAR PREDICTION OF A TOTAL KNEE PROSTHESIS TIBIAL TRAY
APPLIED PHYSICS MEDICAL WEAR PREDICTION OF A TOTAL KNEE PROSTHESIS TIBIAL TRAY L. CÃPITANU, A. IAROVICI, J. ONIªORU Institte of Solid Mechanics, Romanian Academy, Constantin Mille 5, Bcharest Received
More informationMethods for Advanced Mathematics (C3) FRIDAY 11 JANUARY 2008
ADVANCED GCE 4753/ MATHEMATICS (MEI) Methods for Advanced Mathematics (C3) FRIDAY JANUARY 8 Additional materials: Answer Booklet (8 pages) Graph paper MEI Eamination Formlae and Tables (MF) Morning Time:
More informationOPTIMUM EXPRESSION FOR COMPUTATION OF THE GRAVITY FIELD OF A POLYHEDRAL BODY WITH LINEARLY INCREASING DENSITY 1
OPTIMUM EXPRESSION FOR COMPUTATION OF THE GRAVITY FIEL OF A POLYHERAL BOY WITH LINEARLY INCREASING ENSITY 1 V. POHÁNKA2 Abstract The formla for the comptation of the gravity field of a polyhedral body
More informationIntegration of Basic Functions. Session 7 : 9/23 1
Integration o Basic Fnctions Session 7 : 9/3 Antiderivation Integration Deinition: Taking the antiderivative, or integral, o some nction F(), reslts in the nction () i ()F() Pt simply: i yo take the integral
More informationA Regulator for Continuous Sedimentation in Ideal Clarifier-Thickener Units
A Reglator for Continos Sedimentation in Ideal Clarifier-Thickener Units STEFAN DIEHL Centre for Mathematical Sciences, Lnd University, P.O. Box, SE- Lnd, Sweden e-mail: diehl@maths.lth.se) Abstract. The
More informationReduction of over-determined systems of differential equations
Redction of oer-determined systems of differential eqations Maim Zaytse 1) 1, ) and Vyachesla Akkerman 1) Nclear Safety Institte, Rssian Academy of Sciences, Moscow, 115191 Rssia ) Department of Mechanical
More informationρ u = u. (1) w z will become certain time, and at a certain point in space, the value of
THE CONDITIONS NECESSARY FOR DISCONTINUOUS MOTION IN GASES G I Taylor Proceedings of the Royal Society A vol LXXXIV (90) pp 37-377 The possibility of the propagation of a srface of discontinity in a gas
More informationDILUTE GAS-LIQUID FLOWS WITH LIQUID FILMS ON WALLS
Forth International Conference on CFD in the Oil and Gas, Metallrgical & Process Indstries SINTEF / NTNU Trondheim, Noray 6-8 Jne 005 DILUTE GAS-LIQUID FLOWS WITH LIQUID FILMS ON WALLS John MORUD 1 1 SINTEF
More informationA FIRST COURSE IN THE FINITE ELEMENT METHOD
INSTRUCTOR'S SOLUTIONS MANUAL TO ACCOMANY A IRST COURS IN TH INIT LMNT MTHOD ITH DITION DARYL L. LOGAN Contents Chapter 1 1 Chapter 3 Chapter 3 3 Chapter 17 Chapter 5 183 Chapter 6 81 Chapter 7 319 Chapter
More informationThermal balance of a wall with PCM-enhanced thermal insulation
Thermal balance of a wall with PCM-enhanced thermal inslation E. Kossecka Institte of Fndamental Technological esearch of the Polish Academy of Sciences, Warsaw, Poland J. Kośny Oak idge National aboratory;
More informationLINEAR COMBINATIONS AND SUBSPACES
CS131 Part II, Linear Algebra and Matrices CS131 Mathematics for Compter Scientists II Note 5 LINEAR COMBINATIONS AND SUBSPACES Linear combinations. In R 2 the vector (5, 3) can be written in the form
More information4 Exact laminar boundary layer solutions
4 Eact laminar bondary layer soltions 4.1 Bondary layer on a flat plate (Blasis 1908 In Sec. 3, we derived the bondary layer eqations for 2D incompressible flow of constant viscosity past a weakly crved
More informationMECHANICS OF SOLIDS COMPRESSION MEMBERS TUTORIAL 2 INTERMEDIATE AND SHORT COMPRESSION MEMBERS
MECHANICS O SOIDS COMPRESSION MEMBERS TUTORIA INTERMEDIATE AND SHORT COMPRESSION MEMBERS Yo shold jdge yor progress by completing the self assessment exercises. On completion of this ttorial yo shold be
More informationCHAPTER 5 INTRODUCTION TO OCEANIC TURBIDITY CURRENTS 5.1 INTRODUCTION
CHAPTER 5 INTRODCTION TO OCEANIC TRBIDITY CRRENTS 5.1 INTRODCTION Trbidity rrents are the ndersea eqivalents of sediment-laden river flows. They onsist of density-driven bottom rrents for whih the agent
More informationMicroscopic Properties of Gases
icroscopic Properties of Gases So far we he seen the gas laws. These came from observations. In this section we want to look at a theory that explains the gas laws: The kinetic theory of gases or The kinetic
More informationThe Linear Quadratic Regulator
10 The Linear Qadratic Reglator 10.1 Problem formlation This chapter concerns optimal control of dynamical systems. Most of this development concerns linear models with a particlarly simple notion of optimality.
More informationIII. Demonstration of a seismometer response with amplitude and phase responses at:
GG5330, Spring semester 006 Assignment #1, Seismometry and Grond Motions De 30 Janary 006. 1. Calibration Of A Seismometer Using Java: A really nifty se of Java is now available for demonstrating the seismic
More informationStudy on the impulsive pressure of tank oscillating by force towards multiple degrees of freedom
EPJ Web of Conferences 80, 0034 (08) EFM 07 Stdy on the implsive pressre of tank oscillating by force towards mltiple degrees of freedom Shigeyki Hibi,* The ational Defense Academy, Department of Mechanical
More informationA New Approach to Direct Sequential Simulation that Accounts for the Proportional Effect: Direct Lognormal Simulation
A ew Approach to Direct eqential imlation that Acconts for the Proportional ffect: Direct ognormal imlation John Manchk, Oy eangthong and Clayton Detsch Department of Civil & nvironmental ngineering University
More informationWorkshop on Understanding and Evaluating Radioanalytical Measurement Uncertainty November 2007
1833-3 Workshop on Understanding and Evalating Radioanalytical Measrement Uncertainty 5-16 November 007 Applied Statistics: Basic statistical terms and concepts Sabrina BARBIZZI APAT - Agenzia per la Protezione
More informationVerification of a Micropile Foundation
Engineering manual No. 36 Update 02/2018 Verification of a Micropile Foundation Program: File: Pile Group Demo_manual_en_36.gsp The objective of this engineering manual is to explain the application of
More informationTheory of structure I 2006/2013. Chapter one DETERMINACY & INDETERMINACY OF STRUCTURES
Chapter one DETERMINACY & INDETERMINACY OF STRUCTURES Introduction A structure refers to a system of connected parts used to support a load. Important examples related to civil engineering include buildings,
More informationEXPT. 5 DETERMINATION OF pk a OF AN INDICATOR USING SPECTROPHOTOMETRY
EXPT. 5 DETERMITIO OF pk a OF IDICTOR USIG SPECTROPHOTOMETRY Strctre 5.1 Introdction Objectives 5.2 Principle 5.3 Spectrophotometric Determination of pka Vale of Indicator 5.4 Reqirements 5.5 Soltions
More informationRight Trapezoid Cover for Triangles of Perimeter Two
Kasetsart J (Nat Sci) 45 : 75-7 (0) Right Trapezoid Cover for Triangles of Perimeter Two Banyat Sroysang ABSTRACT A convex region covers a family of arcs if it contains a congrent copy of every arc in
More informationHigher Maths A1.3 Recurrence Relations - Revision
Higher Maths A Recrrence Relations - Revision This revision pack covers the skills at Unit Assessment exam level or Recrrence Relations so yo can evalate yor learning o this otcome It is important that
More informationVectors in Rn un. This definition of norm is an extension of the Pythagorean Theorem. Consider the vector u = (5, 8) in R 2
MATH 307 Vectors in Rn Dr. Neal, WKU Matrices of dimension 1 n can be thoght of as coordinates, or ectors, in n- dimensional space R n. We can perform special calclations on these ectors. In particlar,
More informationLateral Load Capacity of Piles
Lateral Load Capacity of Piles M. T. DAVSSON, Department of Civil Engineering, University of llinois, Urbana Pile fondations sally find resistance to lateral loads from (a) passive soil resistance on the
More informationFLEXIBILITY METHOD FOR INDETERMINATE FRAMES
UNIT - I FLEXIBILITY METHOD FOR INDETERMINATE FRAMES 1. What is meant by indeterminate structures? Structures that do not satisfy the conditions of equilibrium are called indeterminate structure. These
More informationPrediction of Effective Asphalt Layer Temperature
TRANSPORTATION RESEARCH RECORD 1473 93 Prediction of Effective Asphalt Layer Temperatre EARL H. INGE, JR., AND Y. RICHARD KIM The most widely sed method for evalating deflection measrements for overlay
More informationANALYSIS OF GATE 2018*(Memory Based) Mechanical Engineering
ANALYSIS OF GATE 2018*(Memory Based) Mechanical Engineering 6% 15% 13% 3% 8% Engineering Mathematics Engineering Mechanics Mechanics of Materials Theory Of Machines Machine Design Fluid Mechanics 19% 8%
More informationCosmic Microwave Background Radiation. Carl W. Akerlof April 7, 2013
Cosmic Microwave Backgrond Radiation Carl W. Akerlof April 7, 013 Notes: Dry ice sblimation temperatre: Isopropyl alcohol freezing point: LNA operating voltage: 194.65 K 184.65 K 18.0 v he terrestrial
More informationTransient Approach to Radiative Heat Transfer Free Convection Flow with Ramped Wall Temperature
Jornal of Applied Flid Mechanics, Vol. 5, No., pp. 9-1, 1. Available online at www.jafmonline.net, ISSN 175-57, EISSN 175-645. Transient Approach to Radiative Heat Transfer Free Convection Flow with Ramped
More informationChapter 3. Preferences and Utility
Chapter 3 Preferences and Utilit Microeconomics stdies how individals make choices; different individals make different choices n important factor in making choices is individal s tastes or preferences
More informationEXCITATION RATE COEFFICIENTS OF MOLYBDENUM ATOM AND IONS IN ASTROPHYSICAL PLASMA AS A FUNCTION OF ELECTRON TEMPERATURE
EXCITATION RATE COEFFICIENTS OF MOLYBDENUM ATOM AND IONS IN ASTROPHYSICAL PLASMA AS A FUNCTION OF ELECTRON TEMPERATURE A.N. Jadhav Department of Electronics, Yeshwant Mahavidyalaya, Ned. Affiliated to
More informationOil production optimization of several wells subject to choke degradation
Proceedings of the 3rd IFAC Workshop on Atomatic Control in Offshore Oil and Gas Prodction, Esbjerg, Denmark, May 30 - Jne 1, 2018 We_A_Reglar_Talk.1 Oil prodction optimization of several wells sbject
More informationAn Investigation into Estimating Type B Degrees of Freedom
An Investigation into Estimating Type B Degrees of H. Castrp President, Integrated Sciences Grop Jne, 00 Backgrond The degrees of freedom associated with an ncertainty estimate qantifies the amont of information
More informationAn effect of the averaging time on maximum mean wind speeds during tropical cyclone
An effect of the averaging time on imm mean wind speeds dring tropical cyclone Atsshi YAAGUCHI elvin Blanco SOLOON Takeshi ISHIHARA. Introdction To determine the V ref on the site assessment of wind trbine,
More informationEXERCISES WAVE EQUATION. In Problems 1 and 2 solve the heat equation (1) subject to the given conditions. Assume a rod of length L.
.4 WAVE EQUATION 445 EXERCISES.3 In Problems and solve the heat eqation () sbject to the given conditions. Assme a rod of length.. (, t), (, t) (, ),, > >. (, t), (, t) (, ) ( ) 3. Find the temperatre
More informationTwo-media boundary layer on a flat plate
Two-media bondary layer on a flat plate Nikolay Ilyich Klyev, Asgat Gatyatovich Gimadiev, Yriy Alekseevich Krykov Samara State University, Samara,, Rssia Samara State Aerospace University named after academician
More informationEfficiency Increase and Input Power Decrease of Converted Prototype Pump Performance
International Jornal of Flid Machinery and Systems DOI: http://dx.doi.org/10.593/ijfms.016.9.3.05 Vol. 9, No. 3, Jly-September 016 ISSN (Online): 188-9554 Original Paper Efficiency Increase and Inpt Power
More informationLesson 81: The Cross Product of Vectors
Lesson 8: The Cross Prodct of Vectors IBHL - SANTOWSKI In this lesson yo will learn how to find the cross prodct of two ectors how to find an orthogonal ector to a plane defined by two ectors how to find
More informationProfessor Terje Haukaas University of British Columbia, Vancouver The M4 Element. Figure 1: Bilinear Mindlin element.
Professor Terje Hakaas University of British Colmbia, ancover www.inrisk.bc.ca The M Element variety of plate elements exist, some being characterized as Kirchhoff elements, i.e., for thin plates, and
More informationChapter 4 Supervised learning:
Chapter 4 Spervised learning: Mltilayer Networks II Madaline Other Feedforward Networks Mltiple adalines of a sort as hidden nodes Weight change follows minimm distrbance principle Adaptive mlti-layer
More informationBy Dr. Salah Salman. Problem (1)
Chemical Eng. De. Problem ( Solved Problems Samles in Flid Flow 0 A late of size 60 cm x 60 cm slides over a lane inclined to the horizontal at an angle of 0. It is searated from the lane with a film of
More informationDepartment of Industrial Engineering Statistical Quality Control presented by Dr. Eng. Abed Schokry
Department of Indstrial Engineering Statistical Qality Control presented by Dr. Eng. Abed Schokry Department of Indstrial Engineering Statistical Qality Control C and U Chart presented by Dr. Eng. Abed
More informationAssignment Fall 2014
Assignment 5.086 Fall 04 De: Wednesday, 0 December at 5 PM. Upload yor soltion to corse website as a zip file YOURNAME_ASSIGNMENT_5 which incldes the script for each qestion as well as all Matlab fnctions
More informationDEVELOPMENT OF COMPONENT EXPLOSIVE DAMAGE ASSESSMENT WORKBOOK (CEDAW)
Abstract DEVELOPMENT OF COMPONENT EXPLOSIVE DAMAGE ASSESSMENT WORKBOOK (CEDAW) Charles.J. Oswald, Ph.D., P.E. Dale.T. Nebda, P.E. This paper smmarizes the methods sed to develop the Component Explosive
More informationQuadratic and Rational Inequalities
Chapter Qadratic Eqations and Ineqalities. Gidelines for solving word problems: (a) Write a verbal model that will describe what yo need to know. (b) Assign labels to each part of the verbal model nmbers
More informationGround Rules. PC1221 Fundamentals of Physics I. Position and Displacement. Average Velocity. Lectures 7 and 8 Motion in Two Dimensions
PC11 Fndamentals of Physics I Lectres 7 and 8 Motion in Two Dimensions A/Prof Tay Sen Chan 1 Grond Rles Switch off yor handphone and paer Switch off yor laptop compter and keep it No talkin while lectre
More informationCHAPTER 8 ROTORS MOUNTED ON FLEXIBLE BEARINGS
CHAPTER 8 ROTORS MOUNTED ON FLEXIBLE BEARINGS Bearings commonly sed in heavy rotating machine play a significant role in the dynamic ehavior of rotors. Of particlar interest are the hydrodynamic earings,
More informationAPPENDIX B MATRIX NOTATION. The Definition of Matrix Notation is the Definition of Matrix Multiplication B.1 INTRODUCTION
APPENDIX B MAIX NOAION he Deinition o Matrix Notation is the Deinition o Matrix Mltiplication B. INODUCION { XE "Matrix Mltiplication" }{ XE "Matrix Notation" }he se o matrix notations is not necessary
More informationSoil Mechanics Prof. B.V.S. Viswanathan Department of Civil Engineering Indian Institute of Technology, Bombay Lecture 51 Earth Pressure Theories II
Soil Mechanics Prof. B.V.S. Viswanathan Department of Civil Engineering Indian Institute of Technology, Bombay Lecture 51 Earth Pressure Theories II Welcome to lecture number two on earth pressure theories.
More informationMath 116 First Midterm October 14, 2009
Math 116 First Midterm October 14, 9 Name: EXAM SOLUTIONS Instrctor: Section: 1. Do not open this exam ntil yo are told to do so.. This exam has 1 pages inclding this cover. There are 9 problems. Note
More information