INDEX S. No CONTENT Page Number 1. ABSTRACT 2 2. INTRODUCTION 2 3. SUB SURFACE EXPLORATION AND IN-SITU TESTING 3 4. LABORATORY TESTING 5 5. DISCUSSION ON FIELD AND LABORATORY TESTS 8 6. SAFE BEARING CAPACITY 9 7. CONCLUSIONS AND RECCOMENDATIONS 10 1. Abstract: The appropriate scope of a geotechnical investigation is a function of the type of proposed land use or project‚ the soil/ geologic conditions of the project site‚ and type of permit or approval sought. The geotechnical
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calculated member force. If we were to try‚ we would find that there would be too many “unknowns” and we would not be able to complete the calculations. 3.2 Instead we will use a method know as the the flexibility method‚ which uses an idea know as strain energy. 3.3 The mathe‚atical approach to the flexibility method will be found in the most appropriate text books. Basically the flexibility method uses the idea that energy stored in the frame would be the same for a given loa for a given weather
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A REPORT ON DESIGN AND PERFORMANCE STUDY OF AIRCRAFT WING MATERIALS USING UTM BY Shaatir Khanzada 2009A4PS269U AT BITS Pilani‚ Dubai Campus Dubai International Academic City (DIAC) Dubai‚ U.A.E First Semester 2012-2013 A REPORT ON DESIGN AND PERFORMANCE STUDY OF AIRCRAFT WING MATERIALS USING UTM
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“PROJECT-BASED LEARNING (PBL)” Antoine Toombs Electrical Engineering Technology Savannah State University acard@student.savannahstate.edu Morris Johnson Electrical Engineering Technology Savannah State University Mjohnson ABSTRACT Project-Based Learning (PBL) is an investigative and practical method of solving and succinctly coming to a conclusion about scientific related topics. The objective of PBL has many implications‚ but the research on its behalf is used to represent a student’s
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model is designed along with pitch controller using Simulink and various frequency domain plot; bode plots & root locus for analysis. Aim To calculate the modulus of elasticity in bending Ef‚ flexural stress σf‚ flexural strain εf and the flexural stress-strain response of the material by performing three point bending flexural test Theory This
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[pic] INTRODUCTION ABOUT PENNAR INDUSTRIES LIMITED Pennar industries limited are a multi-product‚ multi-location enterprise. The company manufactures six different products. • Cold rolled steel strips • Cold rolled form sections • Engineering components • Road safety systems • Precision tubes • Fabrication Pennar industries has received the ISO 9001‚2000 quality certification
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involved in such test and give all results obtained by group C2 on October 2013. Introduction Young’s Modulus‚ also known as Elastic Modulus is a material characteristic that represents stiffness and is defined as the stress along an axis over the strain in the range in which set material behaves according to Hooke’s Law (the elastic region). One of the methods used for calculating this characteristic is the tensile test‚ where a sample is pulled apart by a Tensile Testing machine until it brakes
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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 into‚ E=4L3bd3(Slope). The Young’s modulus was calculated to be 67.3 GPa. The results were then compared with known Young’s Modulus value of Aluminium‚ 72.6 GPa
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[pic] [pic] [pic] [pic] External examination of the boiler should include the visual inspection of the outer surfaces during operation as stated earlier. Other external points that should be inspected and examined include the gauge glasses‚ water column(s)‚ water level controls‚ high and low-water alarms and cutoffs‚ blowoffs‚ blowdown‚ feed water valves‚ check valve‚ feed line at the entry to the boiler‚ safety valves‚ and boiler stop valves or non-return valves. All piping
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FINITE ELEMENT MODELING OF REINFORCED CONCRETE STRUCTURES STRENGTHENED WITH FRP LAMINATES Final Report SPR 316 Oregon Department of Transportation FINITE ELEMENT MODELING OF REINFORCED CONCRETE STRUCTURES STRENGTHENED WITH FRP LAMINATES Final Report SPR 316 by Damian Kachlakev‚ PhD Civil and Environmental Engineering Department‚ California Polytechnic State University‚ San Luis Obispo‚ CA 93407 and Thomas Miller‚ PhD‚ PE; Solomon Yim‚ PhD‚ PE; Kasidit Chansawat; Tanarat
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