...to be applicable from 2012 entry batch onwards) Course No CH-1101 /PH-1101 EE-1101 MA-1101 CE-1101 HS-1101 CH-1111 /PH-1111 ME-1111 Course Name Semester-1 Chemistry/Physics Basic Electrical Engineering Mathematics-I Engineering Graphics Communication Skills Chemistry/Physics Laboratory Workshop Physical Training-I NCC/NSO/NSS L 3 3 3 1 3 0 0 0 0 13 T 1 0 1 0 0 0 0 0 0 2 1 1 1 1 0 0 0 0 4 1 1 0 0 0 0 0 0 2 0 0 0 0 P 0 0 0 3 0 2 3 2 2 8 0 0 0 0 0 2 2 2 2 0 0 0 0 0 2 2 2 6 0 0 8 2 C 8 6 8 5 6 2 3 0 0 38 8 8 8 8 6 2 0 0 40 8 8 6 6 6 2 2 2 40 6 6 8 2 Course No EC-1101 CS-1101 MA-1102 ME-1101 PH-1101/ CH-1101 CS-1111 EE-1111 PH-1111/ CH-1111 Course Name Semester-2 Basic Electronics Introduction to Computing Mathematics-II Engineering Mechanics Physics/Chemistry Computing Laboratory Electrical Science Laboratory Physics/Chemistry Laboratory Physical Training –II NCC/NSO/NSS Semester-4 Structural Analysis-I Hydraulics Environmental Engg-I Structural Design-I Managerial Economics Engg. Geology Laboratory Hydraulics Laboratory Physical Training-IV NCC/NSO/NSS Semester-6 Structural Design-II Structural Analysis-III Foundation Engineering Transportation Engineering-II Hydrology &Flood Control Concrete Lab Structural Engineering Lab L 3 3 3 3 3 0 0 0 0 0 15 3 3 3 3 3 0 0 0 0 15 3 3 3 3 3 0 0 T 0 0 1 1 1 0 0 0 0 0 3 1 1 0 1 0 0 0 0 0 3 1 1 1 0 0 0 0 P 0 0 0 0 0 2 2 2 2 2 6 0 0 0 0 0 2 2 2 2 4 0 0 0 0 0 2 2 C 6 6 8 8 8 2 2 2 0 0 42 8 8 6 8 6 2 2 0 0 40 8 8 8 6 6 2 2 MA-1201 CE- 1201...
Words: 126345 - Pages: 506
...far greater than the testing range of conventional oeodometer tests. Experimental e–p curves of several reported bentonitic clays were considered to verify the proposed method. It is shown that the parameters required to use the diffuse double layer theory can be obtained from the experimental e–p data for a low range of pressure and those can in turn be used to compute void ratios at higher vertical pressures. The stepwise procedure to calculate the e–p relationships at high pressure is given. The results showed that the agreement between the calculated and experimental compression characteristics at large vertical pressures is very good for the clays considered in this study. Key words: clays, compressibility, consolidation, expansive soils. Résumé : Dans cette étude, on propose une méthode basée sur la théorie de la double couche diffuse pour déterminer la compressibilité des argiles pour des conditions unidimensionnelles de pressions verticales beaucoup plus grandes que la plage des pressions utilisées dans les essais oedométriques conventionnels. On a étudié des courbes expérimentales e–p de plusieurs argiles bentonitiques publiées pour vérifier la méthode proposée. Il est montré que les paramètres requis pour utiliser la théorie de la double couche diffuse peuvent être obtenus à partir des données expérimentales e–p pour une plage de pressions basses et celles-ci à leur tour peuvent être utilisées pour...
Words: 1856 - Pages: 8
...Poznań, 8–9 września 2005 3rd International Conference „Modern Technologies in Highway Engineering” Poznań, 8–9 September, 2005 Lysandros Pantelidis Aristotle University of Thessaloniki, Greece DETERMINATION OF SOIL STRENGTH CHARACTERISTICS PERFORMING THE PLATE BEARING TEST Summary: In the international literature there is often confusion between the terms Modulus of Elasticity EYoung and Modulus of Deformation EDef for homogenous, isotropic masses, which, sometimes, plainly referred as Modulus E, without any further explanation. In this paper a distinction between the EYoung and the EDef is being done and the interest is concentrated in the Plate Bearing Test, which is commonly used in highway earthworks. Moreover, a soil classification diagram is given, in which the soils are classified by their shear strength parameters and their behavior, as totally elastic or elastoplastic, under specific loading applied by rigid circular plate. Finally, a method for the estimation of the soil parameters is proposed, using only the in-situ Plate Bearing Test. The study and the documentation were supported by a presentation of theoretical examples, based on the Finite Element Method. 1. INTRODUCTION In highway earthworks the knowledge of the Modulus of Elasticity of the soils is very important, whether the projects are in the stage of design, construction or compaction check and this is required to be obtained by an easy manner. Due to the complexity and difficulty in determining the...
Words: 1818 - Pages: 8
... 4 | PROCEDURE | 6-13 | 5 | DATA | 14 | 6 | ANALYSIS | 15-16 | 7 | DISCUSSION | 17 | 8 | CONCLUSION | 18 | 9 | REFERENCES | 19 | 10 | APPENDIX | 20 | INTRODUCTION Theory This test is performed to determine the consolidation – drained shear strength of a sandy to silty soil. This shear strength is one of the most important engineering properties of a soil, because it is required whenever a structure is depended on a soil shearing resistance. The shear strength is needed for engineering situation such as determining the stability of slopes or cut, finding the bearing capacity for foundation and calculated the pressure exerted by a soil retaining wall. Significance The direct shear stress is a strain – controlled test: the rate at which the soil will be strained is controlled. A specimen of soil will be placed into a shear box, and consolidated under an applied normal load. The shear box is made of two separate halves, an upper and lower. After the application of the normal load, these two halves of box will be moved relative to one another, shearing the soil specimen on the plane that is separation of the two halves. The direct shear test imposes stress condition on the soil that force the failure plane occur at a predetermined location ( on the plane that separates the two halve of the box). One this plane there two force (or stresses) acting – a normal stress, due to an applied vertical load Pᵥ and a shearing stress, due to the applied horizontal load...
Words: 2297 - Pages: 10
...Bachelor of Engineering Civil Engineering First Year (First & Second Semester) • ENG Mathematics – I & ENG Mathematics II: 2D & 3D Coordinate Geometry; Differential Calculus; Infinite Series; Matrices,Ordinary differential equations of first and second order; Laplace Transforms; Vector Calculus • Elements of Mechanical Engineering & Elements of Civil Engineering Principle of virtual work,Rectilinear & curvilinear translation; Rotation of a rigid body about a fixed axis; Plane motion of a rigid body,Classification of force systems; Principle of physical independence of forces, Principle of superposition of forces, Principle of transmissibility of forces; Equivalent force – couple system; Resolution of forces, composition of forces; Types of supports, statically determinate beams, Numerical problems on support reactions for statically determinate beams and analysis of simple trusses ,Friction. • Engineering Physics Interference, diffraction and polarization of light; Nuclear fission, fusion, particle accelerators; Wave Particle Duality • Engineering Chemistry Physical Chemistry: Atoms, molecules and solids; phase equilibria; Galvanic & Fuel cells • Organic Chemistry: Types of reactions and reaction mechanisms; Concept of armaticity Computer Concepts & C Programming Introduction to digital computers; problem solving using computers; Programming in Fortran 77: Constants, variables,expressions...
Words: 1394 - Pages: 6
...CONVERSION FACTORS FROM ENGLISH TO SI UNITS Length: 1 ft 1 ft 1 ft 1 in. 1 in. 1 in. 1 ft2 1 ft2 1 ft2 1 in.2 1 in.2 1 in.2 1 ft3 1 ft3 1 in.3 1 in.3 1 in. 1 in.3 1 ft/min 1 ft/min 1 ft/min 1 ft/sec 1 ft/sec 1 in./min 1 in./sec 1 in./sec 3 0.3048 m 30.48 cm 304.8 mm 0.0254 m 2.54 cm 25.4 mm 929.03 10 4 m2 929.03 cm2 929.03 102 mm2 6.452 10 4 m2 6.452 cm2 645.16 mm2 28.317 10 3 m3 28.317 103 cm3 16.387 10 6 m3 16.387 cm3 0.16387 0.16387 10 mm 10 4 m3 5 3 Coefficient of consolidation: Force: 1 in.2/sec 1 in.2/sec 1 ft2/sec 1 lb 1 lb 1 lb 1 kip 1 U.S. ton 1 lb 1 lb/ft 1 lb/ft2 1 lb/ft2 1 U.S. ton/ft2 1 kip/ft2 1 lb/in.2 1 lb/ft3 1 lb/in.3 1 lb-ft 1 lb-in. 1 ft-lb 1 in.4 1 in.4 6.452 cm2/sec 20.346 103 m2/yr 929.03 cm2/sec 4.448 N 4.448 10 3 kN 0.4536 kgf 4.448 kN 8.896 kN 0.4536 10 3 metric ton 14.593 N/m 47.88 N/m2 0.04788 kN/m2 95.76 kN/m2 47.88 kN/m2 6.895 kN/m2 0.1572 kN/m3 271.43 kN/m3 1.3558 N · m 0.11298 N · m 1.3558 J 0.4162 0.4162 106 mm4 10 6 m4 Area: Stress: Volume: Unit weight: Moment: Energy: Moment of inertia: Section modulus: Hydraulic conductivity: 0.3048 m/min 30.48 cm/min 304.8 mm/min 0.3048 m/sec 304.8 mm/sec 0.0254 m/min 2.54 cm/sec 25.4 mm/sec CONVERSION FACTORS FROM SI TO ENGLISH UNITS Length: 1m 1 cm 1 mm 1m 1 cm 1 mm 1m 1 cm2 1 mm2 1 m2 1 cm2 1 mm2 1m 1 cm3 1 m3 1 cm3 1N 1 kN 1 kgf 1 kN 1 kN 1 metric ton 1 N/m 3 2 3.281 ft 3.281 10 3.281 10 39.37 in. 0.3937 in. 0.03937 in. 2 Stress: 2 3 ft ft 1 N/m2 1 kN/m2...
Words: 183832 - Pages: 736
...Shear Box Report Abstract This repot describes the Shear Box test based on two types of soil that are loose soil and dense soil. The test has shown that the use of dry river sand under different densities to underestimate the shear strength parameters, the soil cohesion and the angle of friction with regard to the relationship between soil density and shear strength. Introduction The aim of the Shear box test was to determine the shear strength of sand using the shear box teat, and to investigate the effect of soil density on the strength. The shear strength of a soil is its resistance to shearing stresses. It is a measure of the soil resistance to deformation by continuous displacement of its individual soil particles. To investigate more about the behavior of the soil, a Mohr-coulomb theory has been introduced. This theory states that a material fails because of a critical combination of normal stress and shear stress, and not from their either maximum normal or shear stress alone. the limiting shear stress( the shear strength, t) that may be applied to any plane in the soil mass is found to be given by an equation of the form： τ = c + σ tan(φ) where σ = normal stress on the failure plane φ = angle of friction c = (apparent) cohesion The parameters C and φ are not generally soil constants. They also depended on the use of total or effective stresses. In terms of effective stress the failure criterion is written: τ = σ' tan(φ') + c' ...
Words: 2049 - Pages: 9
...CHAPTER ONE 1.1 Introduction The students work experience scheme (SIWES) is the accepted skill training programme, which formed part of approved minimum academy standards in the various degree programme for all the Nigerian Universities, the programme was for six (6) months and formally at the end of first semester of 300 level and 400 level student. This programme started from July to December it is aimed at exposing students to machines, devices and equipments, professional method, ways of safe guarding, Health and environmental consciousness. 1.2 History of the Establishment/Company O.K. Isokariari and Sons Co. Ltd. (O.K.I.) located at 83 Rivoc Road Trans Amadi Industries Layout Port Harcourt, was established in the year 1970 as a non Limited liability firm which was formally known as O.K construction (Nig.) Ltd (O.K.C.), founding by Chief (Sir) O.K. Isokariara. Following its growth and success, the business I was incorporated as a Limited liability of Company in 1972. O.K Isokariari and Sons (Nig.) Ltd is basically on building and Civil Engineering contractors. Our reputation is based on our professionalizing the capacity to plan, design, construct and building projects to the satisfaction of our clients. Our services includes feasibility studies, design and surveying, construction programming, Reinforced construction programming, Reinforced concrete products (Electric poles, culverts, pipes etc.), construction of road a and bridges, Engineering Services, project Management...
Words: 3703 - Pages: 15
...Analysis and design of RC structures RC Design based on AS3600-2009 Critical Load Combinations Weeks 1-7 PART 1: DESIGN OF REINFORCED CONCRETE STRUCTURES Week 1: Introduction to Reinforced Concrete (RC) Week 2: Design of Beams- Serviceability Week 3: Design of Beams- Ultimate Strength Week 4: Design of Beams- Shear, Cracking, Detailing (In Class Quiz on Topics covered From Week 1 to Week 3) Week 5: Design of Slabs: One-Way slab Week 6: Design of Columns and Walls Week 7: MID-SESSION EXAM (Topics covered from weeks 1-6) Dr. Neaz Sheikh University of Wollongong Lecture Notes Based on Foster et al. (2010) 1 CIVL 311/CIVL 981 Autumn 2012 (Week 1) Weeks 8-13 PART 1: DESIGN OF STEEL STRUCTURES Week 8: Introduction to Structural Steel Design Week 9: Bending Strength of Stable Beams Week 10: Flexural-Torsional (Lateral) Buckling of Beams Week 11: Strength of Webs (In Class Quiz) Week 12: Axially Loaded Members Week 13: Connection Design CIVL 311 CO-REQUISITE ENGG 251: MECHANICS OF SOLIDS 5 ME H N S SOL DS NOTE: PRE-REQUISITE OF ENGG 251 ENGG 152: ENGINEERING MECHANICS Reference books SJ Foster, AE Kilpatrick and RF Warner “Reinforced Concrete Basics: Analysis and design of reinforced concrete structures”, Pearson Australia 2010 ISBN ISBN9781442538450 Reference books Yew-Chaye Loo and Sanaul Huq Chowdhury “Reinforced & Prestressed Concrete Analysis and Design with emphasis on application of AS 3600-2009” Cambridge University...
Words: 5250 - Pages: 21
...Click here to download the solutions manual / test bank INSTANTLY!! http://testbanksolutionsmanual.blogspot.com/2011/02/accounting-information-systems-romney.html ------------------------------------------------------------------------------------------------------------------------ Accounting Information Systems Romney 11th Edition Solutions Manual Accounting Information Systems Romney 11th Edition Solutions Manual Accounting Information Systems Romney 11th Edition Solutions Manual Accounting Information Systems Romney Steinbart 11th Edition Solutions Manual Accounting Information Systems Romney Steinbart 11th Edition Solutions Manual ------------------------------------------------------------------------------------------------------------------------ ***THIS IS NOT THE ACTUAL BOOK. YOU ARE BUYING the Solution Manual in e-version of the following book*** Name: Accounting Information Systems Author: Romney Steinbart Edition: 11th ISBN-10: 0136015182 Type: Solutions Manual - The file contains solutions and questions to all chapters and all questions. All the files are carefully checked and accuracy is ensured. - The file is either in .doc, .pdf, excel, or zipped in the package and can easily be read on PCs and Macs. - Delivery is INSTANT. You can download the files IMMEDIATELY once payment is done. If you have any questions, please feel free to contact us. Our response is the fastest. All questions will always be answered in 6...
Words: 18533 - Pages: 75
...PATHFINDER G U I D E Achievement Class Curriculum, Requirements and Resources 2004 Revision Contents Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 Requirement Details General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 Spiritual Discovery . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 Community Outreach . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26 Friendship Development . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35 Health and Fitness . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 58 Organization and Leadership Development . . . . . . . . . . . . 64 Nature Study. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 66 Outdoor Living . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 68 Lifestyle Enrichment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 80 OBJECTIVES Develop leadership potential Provide a climate for fellowship and acceptance Choose a Christian lifestyle Learn to evaluate life and its meaning from the Christian Perspective AIM The Advent Message to All the World in My Generation. MOTTO "The love of Christ constrains me." PLEDGE By the grace of God, I will be pure and kind and true. I will keep the...
Words: 24284 - Pages: 98
...the business’s social responsibility. In order to move the company forward there will be specific steps and plans in place in regards to the environment, leadership, organizational, and legal recommendations. Environment First, there needs to be considerations made for how Nana’s can move forward with environmental responsibilities. Nana’s lot location actually has space to start a small garden which could produce herbs and some vegetables. This will have many benefits for the company as well as the environment. The company will see benefits such as cost savings from producing goods and being able to join the trend of going organic/local for food sources. In addition, the restaurant food scraps can be composted and used to enrich the soil which helps to eliminate waste. Another option would be for the restaurant to join a program where the used oils are taken to companies that recycle it for biofuel. This is another way to help eliminate waste. The repurposing of what is generally thought of as waste helps reduce what is typically thrown into the environment. By limiting the waste that is put into the environment, there is less impact on...
Words: 4668 - Pages: 19
...10000 quiz questions and answers www.cartiaz.ro 10000 general knowledge questions and answers 10000 general knowledge questions and answers www.cartiaz.ro No Questions Quiz 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Carl and the Passions changed band name to what How many rings on the Olympic flag What colour is vermilion a shade of King Zog ruled which country What colour is Spock's blood Where in your body is your patella Where can you find London bridge today What spirit is mixed with ginger beer in a Moscow mule Who was the first man in space What would you do with a Yashmak Who betrayed Jesus to the Romans Which animal lays eggs On television what was Flipper Who's band was The Quarrymen Which was the most successful Grand National horse Who starred as the Six Million Dollar Man In the song Waltzing Matilda - What is a Jumbuck Who was Dan Dare's greatest enemy in the Eagle What is Dick Grayson better known as What was given on the fourth day of Christmas What was Skippy ( on TV ) What does a funambulist do What is the name of Dennis the Menace's dog What are bactrians and dromedaries Who played The Fugitive Who was the King of Swing Who was the first man to fly across the channel Who starred as Rocky Balboa In which war was the charge of the Light Brigade Who invented the television Who would use a mashie niblick In the song who killed Cock Robin What do deciduous...
Words: 123102 - Pages: 493
...BIO 566 INTRODUCTION TO BIOPHYSICS QUIZ 2 MAC-JULY 2012 Question 1 Write an essay on spectroscopy which includes : (15 marks) Basic principles, nature of electromagnetic radiation, types of spectra-(absorbance, emission and fluorescene) types of spectroscopy – (principle, instrumentation and applications of atomic absortion spectroscopy, UV Visible Spectroscopy, Nuclear Magnetic Resonance Spectroscopy and Electron Spin Resonance Spectroscopy) Spectroscopy is the study of the absorption and emission of light and other radiation by matter, as related to the dependence of these processes on the wavelength of the radiation. More recently, the definition has been expanded to include the study of the interactions between particles such as electrons, protons, and ions, as well as their interaction with other particles as a function of their collision energy. Spectroscopic analysis has been crucial in the development of the most fundamental theories in physics, including quantum mechanics, the special and general theories of relativity, and quantum electrodynamics. Spectroscopy, as applied to high-energy collisions, has been a key tool in developing scientific understanding not only of the electromagnetic force but also of the strong and weak nuclear forces. The basic principle shared by all spectroscopic techniques is to shine a beam of electromagnetic radiation onto a sample, and observe how it responds to such a stimulus. The...
Words: 6329 - Pages: 26
...GLENCOE LANGUAGE ARTS Grammar and Language Workbook G RADE 9 Glencoe/McGraw-Hill Copyright © by The McGraw-Hill Companies, Inc. All rights reserved. Except as permitted under the United States Copyright Act of 1976, no part of this publication may be reproduced or distributed in any form or means, or stored in a database or retrieval system, without the prior written permission of the publisher. Send all inquiries to: Glencoe/McGraw-Hill 936 Eastwind Drive Westerville, Ohio 43081 ISBN 0-02-818294-4 Printed in the United States of America 1 2 3 4 5 6 7 8 9 10 024 03 02 01 00 99 Contents Handbook of Definitions and Rules .........................1 Troubleshooter ........................................................21 Part 1 Grammar ......................................................45 Unit 1 Parts of Speech 1.1 Nouns: Singular, Plural, and Collective ....47 1.2 Nouns: Proper and Common; Concrete and Abstract.................................49 1.3 Pronouns: Personal and Possessive; Reflexive and Intensive...............................51 1.4 Pronouns: Interrogative and Relative; Demonstrative and Indefinite .....................53 1.5 Verbs: Action (Transitive/Intransitive) ......55 1.6 Verbs: Linking .............................................57 1.7 Verb Phrases ................................................59 1.8 Adjectives ....................................................61 1.9 Adverbs........................................................63 1.10 Prepositions...
Words: 107004 - Pages: 429
