of Mild Steel. 4) Torsion test on mild steel rod. 5) To determine Impact strength of steel. (By Izod test ) 6) To determine Impact strength of steel.( By Charpy test) 7) To determined Young’s Modulus of Elasticity of different materials of beam simply supported at ends. 8) To determined Shear Test on Metals. 9) To determine the Stiffness of the Spring and Modulus of Rigidity of the Spring wire 10) To Study various types of Strain Gauges. 11) To determine Compressive Strength Of Brick
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shapedelectrodes are enclosed in a flat vacuum chamber‚ which is installed in a narrow gap between the two poles of a large magnet. Beam of electrons moving in a circle. Lighting is caused by excitation of gas atoms in a bulb. Sketch of a particle being accelerated in a cyclotron‚ and being ejected through abeamline. Cyclotrons accelerate charged particle beams using a high frequency alternating voltage which is applied between two "D"-shaped electrodes (also called "dees"). An additional static magnetic
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A REPORT OF THE STUDENTS’ INDUSTRIAL WORK EXPERIENCE SCHEME (SIWES) UNDERTAKEN AT INTEGRATED BUILDERS LIMITED‚ Km 130‚ Olusegun Banjo Street‚ Lagos-Ibadan- Ilorin express way Academy Olomi Ibadan. FROM AUGUST 2010 TO JANUARY 2011. BY TANIMOMO Samson Olubukola (CVE/2006/048) SUBMITTED TO THE SIWES COORDINATOR‚ DEPARTMENT OF CIVIL ENGINEERING‚ OBAFEMI AWOLOWO UNIVERSITY (OAU)‚ ILE-IFE‚ NIGERIA. FEBRUARY 2011. Department of Civil Engineering‚ Obafemi Awolowo University‚ Ile-Ife‚ Nigeria. 31st January
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STRUCTURAL ANALYSIS SUPPLEMENTARY MATERIAL Associate Professor Hong Guan and Professor Yew-Chaye Loo Griffith School of Engineering Griffith University Gold Coast Campus Queensland‚ Australia TENTH EDITION (Fourth Printing - 2013) Structural Analysis - Supplementary Material CONTENTS Part I 1 Supplementary Notes .................................................................. Fundamentals ...................................................................................
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Report Measurement of Young’s Modulus Sherin Joseph 00549618 Measurement of Young’s Modulus of Aluminium using Cantilever loading Abstract The Young’s modulus of Aluminium was calculated using the measurements of the cantilever deflections. A beam of aluminium was clamped on one end and the other end was loaded with different weights‚ ranging from 1 to 15N. The deflection was then measured using a dial gauge. The slope of a load (abscissa) vs. deflection (ordinate) graph was then substituted
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planar truss is one where all the members and nodes lie within a two dimensional plane‚ while a space truss has members and nodes extending into three dimensions. The top beams in a truss are called top chords and are generally in compression‚ the bottom beams are called bottom chords and are generally in tension‚ the interior beams are called webs‚ and the areas inside the webs are called panels.[1] Etymology of truss[edit] Truss is derived from Old French trousse‚ around c.1200‚ which means "collection
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7: Deflection of beams (Effect of beam length and width) 1. OBJECTIVE The objective of this laboratory experiment is to find the relationship between the deflection (y) at the centre of a simply supported beam and the span‚ width. 2. MATERIALS - APPARATUS Steel Beams‚ Deflection measuring device‚ 500g weight 3. INTRODUCTORY INFORMATION The deflection of a beam‚ y‚ will depend on many factors such as: - The applied load F (F=m•g). The span L. The width of the beam b‚ and its thickness
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Procedure 4 3.0 Results and Calculations 5 3.1 Tables 5 3.2 Graphs 7-9 3.3 Discussion 9 4.0 Conclusion and Recommendations 10 Abstract This experiment is conducted to measure the transverse bending deflection of the tie bar and at the same time comparing it to the theoretical values. The two theoretical formulae to get the central deflection in this experiment are simple theory method and exact formula. By comparing these formulas to the experimental
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A Project Report On “Earthquake Vibration Control In Building Frames” Submitted in partial fulfillment of The requirements for the degree of Bachelor of Engineering Department of Civil Engineering i ABSTRACT The design of building and bridge structures for earthquake resistance by the ductile design approach is covered‚ including performance criteria‚ structural configuration‚ design seismic forces‚ mechanisms of post-elastic deformation‚ capacity design‚ detailing of reinforcement
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Some common types of Bridges include Beam‚ Arch‚ Suspension‚ Cantilever‚ Truss‚ and Cable-Stayed bridges. Bridges are ancient. They have been with us for over 2500 years. The Zhaozhou Bridge is the oldest standing Arch Bridge. It was built in 605 AD. Beam bridges are one of the most simplest types of bridges. The Beam Bridge could be anything as simple as a plank of wood. Or a complex structure. The Beam Bridge is composed up two or more supports that hold up a beam. Arch Bridges are one of the oldest
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