INFORMATION ABOUT THE PRACTICALS ASSIGNMENTS. ...........3 SAFETY AND SAFETY PRECAUTIONS………………………………..3 INTRODUCTION………………………………………………………….3 GENERAL SAFETY…………………….……….………..........................3 LABORATORY RULES……………………………………………….…..4 CONTENS OF ASSIGNMENT…………………………………………….5 EXPERIMENT 1: TENSILE TEST…..…………………………………...6 EXPERIMENT 2: SHEAR FORCE……………………………..…………8 2. 2.1 2.2 3. 4. 4. 5. 6. EXPERIMENT 3: BENDING MOMENT…………………………………10 EXPERIMENT 4: FORCES IN FRAME………………………………….
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Introduction Vibration based energy harvesting has been investigated by several researchers over the last few years and cantilever beams with piezoelectric material layers are employed in electronic circuits as piezoelectric energy harvester due to its simple configuration. With the advancement in the electronics‚ interest in piezoelectric wireless sensors has increased manifold and various researches has been conducted to optimize the harvested energy for the proper and efficient functioning of
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Recommendations 17 References 17 Figures Me and Mrs FlitzPatrick’s bridge Tables Weight | Description | 1.5 | Perfect | 2.5 | Perfect | 3.5 | Perfect | 4.5 | Starting to bend in the middle | 5.5 | Keeps on bending | 6 | Brakes in its middle | Nomenclature Introduction In this report there deals with the problems that bridges have been constructed in the last 3000 years to deal with problems that they have in counted as well as what they have done to
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on a rectangular grid of beams. Such a grid of beams reduces the span of the slab and thus permits the designer to reduce the slab thickness. The distribution of floor loads on floor beams is based on the geometric configuration of the beams forming the grid. 1 3 Tributary area of columns A1‚ B2 and C1 shown shaded 2 Girders on all four sides Theoretical Tributary Areas 3 Theoretical Tributary Beam Areas 4 Theoretical Tributary Beam Areas 5 Typical Floor
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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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17/07/2012 University of Nairobi - Degree Programmes University of Nairobi A world-class univ ersity committed to scholarly excellence Search Website Quick Links Faculties/Schools/Institutes About UON Academics Admission Student Life Research Contact Us Home > Academics > Degree Programmes > Degree Information > Degree Regulation A-Z List of UON Departm ets a b c d e f g h ijklmn o p q r s t u v w x y z B.sc. (civil Engineering) Degree Code: F16 Duration: 5 Faculty/School/Institute
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CHANDIGARH UNIVERSITY‚ GHARUAN BoS Meet CIVIL ENGG. DEPTT. SESSION 2012-13 12/5/2012 CHANDIGARH UNIVERSITY GHARUAN Scheme and Syllabus Of B. Tech. Civil Engineering (CE) Batch 2012 Contact Hours: 30 3RD SEMESTER Course Code | Course Name | LoadAllocation | Marks Distribution | TotalMarks | Credits | | | L | T | P | Internal | External | | | CET-201 | Fluid Mechanics-I | 3 | 1 | 0 | 40 | 60 | 100 | 3.5 | AMT-210 | Mathematics – III* | 3 | 1 | 0 | 40 | 60 | 100 | 3.5 | CET-202
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A REPORT OF THE STUDENTS’ INDUSTRIAL WORK EXPERIENCE SCHEME (SIWES) EXECUTIVE SUMMARY Students Industrial Work Experience Scheme (SIWES) is an effective instrument for exposing students to the realities of the work environment in Nigeria especially‚ and the world in general‚ in their chosen professions so as to achieve the much needed technological advancement for the nation. To give an account of the activities carried out during the scheme‚ the trainee submits a technical report stating
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EQUILIBRIANT A PARALLELOGRAM METHOD 60 30o o 60o C B 30o 200# 30o 60o 200 # CA CB EQUILIBRIANT RESULTANT Measure CB and CA RIGID BODY SYSTEMS ASimple Supported Beam A Cantilever Beam A Mast with a Platform Hinged Beam
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SUPPORTED BEAMS DATE PERFORMED: 13TH OF AUGUST 2008. AIM: I) TO DETERMINE THE REACTIONS RA AND RB FOR A BEAM SIMPLY SUPPORTED AT ITS ENDS II) TO DETERMINE THE VALUES OF RA AND RB AS A GIVEN LOAD MOVES FROM ONE END OF A SIMPLY SUPPORTED BEAM TO THE OTHER APPARATUS: • Two spring balances. • A steel beam of hollow section. • Load hanger. • Load / weights ranging from 2kg to 10kg. • Meter rule. • Inextensible cord. THEORY A beam with
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