INTRODUCTION Industrial attachment permits the student to learn more about the practical aspect of the subject matter which is been treated by the student‚ it helps the student to discover his/her competency as well as strengths‚ weaknesses‚ opportunities and threat analysis of the course and its practical application. It also helps to equip the student with some experiences and a broad practical view of the carrier‚ so as to really understand his/her area of study and what it really entails in
Premium Concrete Construction
The topic I am researching for my I-Search is welding. The reason I want to be a welder is because it is something I really enjoy doing and many of my family members are welders. Welding has many ups to the job but it also has its downs to it also.The ups to the job are it pays well in the beginning and the more experience you have the more you make and you also get to admire the work you did. The downs to the job are you tear down your body very quickly and also have the chance to have a pipeline
Premium Welding Management Arc welding
Comparative Study of the Concentration Dependence of Different Softdrinks Using Refractive Index ____________________________ A Research Presented to the Faculty of Holy Trinity College‚ Puerto Princesa City ______________________________ In Partial Fulfillment of the Requirements For the Subject Physics I ______________________________ By: Abadilla‚ Abraham F. Canon‚ Gaea A. Cuadra‚ Cristy Marie O. Faigao‚ Anna Margarita O. Magay‚ Mary Stephanie T. Mestidio‚ Teresa P.
Premium Refraction Refractive index Total internal reflection
reaction used for these devices is hydrogen peroxide and phenol oxalate ester. The hydrogen peroxide is kept in a thin‚ small glass vial in the middle of the stick‚ and the second chemical phenol oxalate ester is in the main body of the light stick. Bending the light stick in the middle causes the small glass vial of hydrogen
Premium Light Lighting Energy
Engineering Structures 28 (2006) 1266–1274 www.elsevier.com/locate/engstruct Applications of shape memory alloys in civil structures G. Song a‚∗ ‚ N. Ma a ‚ H.-N. Li b a Department of Mechanical Engineering‚ University of Houston‚ Houston‚ TX 77204‚ USA b School of Civil and Hydraulic Engineering‚ Dalian University of Technology‚ Dalian‚ 116024‚ China Received 24 June 2004; received in revised form 19 December 2005; accepted 26 December 2005 Available online 17 April 2006 Abstract Shape
Premium Martensite
Design of bridges Syllabus • IRC Code • Types of bridges and their components • Basic concepts of bridge design • Design of slab bridge • Design of T-beam bridge (Courbon’s method) IRC Code • IRC – Indian Roads Congress • Three categories of Live loads • Types of vehicles • Placement of vehicles • Description of three category loadings • Permissible stresses and design coeff. Categories of Live loads as per IRC a. IRC Class AA loading i. For bridges subjected to very heavy loading
Premium Bridge Bridges
Powering the Future: Model of a Hydroelectric Roller-Compacted Concrete Gravity Dam Steven Bhardwaj Scott Birney Michael Cullinan Faruq Siddiqui‚ Advisor Dept. of Engineering Swarthmore College May 3 2006 i Table of Contents Acknowledgements Abstract List of Tables List of Figures 1. Introduction 1.1 Goals 2. Project Specifications 2.1 Structural Design Constraints 2.2 Initial Dam Design Parameters 2.3 Turbine Selection 3. Design 3.1 Framing 3.2 Flooring and Walls
Premium Concrete Dam
Nicholson Construction Company 12 McClane Street Cuddy‚ PA 15031 Telephone: 412-221-4500 Facsimile: 412-221-3127 Diaphragm Walls by Thomas D. Richards‚ Jr. P.E. Nicholson Construction Company‚ Cuddy‚ Pennsylvania Presented at: Central PA Geotechnical Conference Hershey‚ Pennsylvania March 23-25‚ 2006 05-01-145 Diaphragm Walls Thomas D Richards‚ Jr P.E. Nicholson Construction Company Central PA Geotechnical Conference - March 23-25‚ 2005 INTRODUCTION The purpose of this paper is to describe
Premium Geotechnical engineering Soil Concrete
susceptible to large lateral displacements during severe earthquake ground motions‚ and require special attention to limit damage to nonstructural elements as well as to avoid problems associated with P-∆ effects and brittle or ductile fracture of beam to column connections [FEMA‚ 2000]. As a consequence‚ engineers in the US have increasingly turned to concentrically braced steel frames as an economical means for resisting earthquake loads. However‚ damage to concentrically braced frames in past
Premium Earthquake engineering Earthquake
PAGES Laboratory & Reports: An Overview 3 Guidelines for Informal Laboratory Report 4 Guidelines for Formal Laboratory Report 6 Basic Laboratory Safety Rules 8 Experiment 1 Tensile Test 9 Experiment 2 Torsion Test 14 Experiment 3 Bending Test 20 Experiment 4 Buckling Test 23 Experiment 5 Hardness Test 34 Experiment 6 Thin Cylinder 41 Experiment 7 Impact Test 55 Experiment 8 Microstructure Analysis 61 Lab Schedule 65 References 2 Laboratory & Reports: An Overview
Premium Tensile strength Test method