Contents Series Preface Preface Acronyms‚ Abbreviations and Symbols About the Author 1 Introduction Electromagnetic Radiation Infrared Absorptions Normal Modes of Vibration Complicating Factors 1.4.1 Overtone and Combination Bands 1.4.2 Fermi Resonance 1.4.3 Coupling 1.4.4 Vibration–Rotation Bands References 2 Experimental Methods 2.1 Introduction 2.2 Dispersive Infrared Spectrometers 2.3 Fourier-Transform Infrared Spectrometers 2.3.1 Michelson Interferometers 2.3.2 Sources and Detectors 2.3.3
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Stress Analysis of the Front Suspension of a Formula Student Racing Car Using Solidworks Simulation Tools Abstract— the paper covers a simulation of the front suspension system which obtained a better way to analyze the problem. With the help of theoretical study‚ the simulation was conducted by using composite elements mesh for the system‚ which leads to a more accurate solution comparing to the single solid mesh model. Keywords—Suspension‚ Stress‚ Solidworks‚ Simulation‚ FEM. Introduction
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state of reinforced concrete columns in combined bending and compression and to demonstrate the influence of slenderness on the ultimate load capacity. Test methods are described. It was found that the concrete columns exhibited complicated behaviour‚ and had a squash load point of 342.7KN and moment at 0 KN.m‚ a decompression point of 227.75 KN and moment at 2.92 KN.m‚ a balanced point (nominal) of 58.46 KN and moment at 3.81KN.m‚ a pure bending point of 0 KN and moment at 2.86 KN.m‚ a balanced
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normal‚ if the beam was travelling from a denser medium to a less dense one‚ it would bend away from the normal. The ray of light entering the slab of perspex should be parallel to the ray of light emerging from the far side of the perspex (they merely experience lateral shifting). 4. Why did the rays of light refract in perspex? Light rays refract when they meet a new medium‚ travelling at a different velocity - the greater the change in the velocity‚ the more severe the bending of the ray against
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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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ABSTRACT Design and construction of artificial infrastructure on the lines of biomimicking principles requires the development of highly advanced structural systems which has the qualities of aesthetic expression‚ structural efficiency and most importantly geometric versatility. Diagrids‚ the latest mutation of tubular structures‚ have an optimum combination of the above qualities. In this paper‚ the peculiarities of the Diagrid‚ its structural behavior under loading and the design and construction
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uncertainties associated with the experimental data. These uncertainties arise due to a random or systematic error. The uncertainties associated with a simple cantilever beam experiment‚ in which the deflection of the beam due to the applied load is recorded with both a dial gauge and a potentiometer. With the most suitable measurements of beam deflection the average value of young’s modulus and the uncertainties associated with that is calculated. The results were in accordance with the theoretical predictions
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wings are found to be stiffer than single wing configuration. The ‘non-planar’ joined wing is found to be stiffer than the ‘planar’ joined wing. The structural dynamic characteristics of the joined wings are also presented. The bending modes are similar to the cantilevered beam modes while the torsional vibrations are restricted to the unconstrained part of the main wing. The structural analysis showed negligible nonlinear effects for static deformation as well as for structural dynamics characteristics
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Unit 7 - Reinforced concrete slabs. (Study time allocation – 15 hours) Introduction. The topic of reinforced concrete slabs is somewhat related to that of beams but also needs to be considered as a separate unit. Types of slab. 1. Single span solid slab. 2. Single span ribbed slab. 3. Two way “waffle” slab. 4. Flat slab – No column drops 5. Flat slab showing column drop. Analysis of
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ENGI5927 Tutorial 2 – Quick Method for Bending Moment Diagrams 1 Problem 1 (to be done by TA) – cantilever under 5 kN point load at end‚ and 3 kN‐m moment at midspan. Appendix A has the calculations for doing the shear and bending moment diagrams the “old fashioned” (and much slower) way. ENGI5927 Tutorial 2 – Quick Method for Bending Moment Diagrams 2 Problem 2 (to be done by you guys) – simply supported beam with two loads (from Topic 1b Notes). Bearings are self‐aligning
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