(fy) 16 Shear force diagrams – Y-direction (fZ) 17 Bending moment diagrams – x-direction (MZ) 18 Bending moment diagrams – y-direction (My) 19 Reactions (fx) 20 3.2 Running the earthquake 21 Eigenvalues 22 Shear force diagrams 23 Bending moment diagrams 24 Displacement 25 3.3 Second model – static analysis 26 Shear force diagrams – x-direction (fy) 27 Shear force diagrams – z-direction (fz) 28 Bending moment diagrams – x-direction (mz) 29 Bending moment diagrams – y-direction (my) 30 Displacement
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Experiment AM1.4--Bending moments in a simply supported beam Student name JunJie Liu Student ID 1512042 Experiment Date 24 Nov 2014 Lab group Mech 7 Introduction In this lab report we show the basic methods of measuring bending moment at the “cut” assuming only simply supported beam with point loads (showed in figure 1) and illustrate the relationship among bending moment and distance between
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UNIVERSITI TUN HUSSEIN ONN MALAYSIA Faculty of Mechanical and Manufacturing Engineering __________________________________________________________________ COURSE INFORMATION COURSE TITLE: ENGINEERING LABORATORY III (BDA 27101) TOPIC 1: TENSILE TEST 1. INTRODUCTION The tensile experiment is the most common mechanical test that reveals several important mechanical properties‚ such as: modulus of elasticity‚ yield strength‚ ultimate tensile strength‚ ductility‚ and toughness. The material
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ENGG209 Solids and Structures 2 Lecture 1 Introduction Shear Centre Dr Schleyer Overview of this lecture • • • • • • • • Lecture rules Schedule Assessment Syllabus (Sem. 1) Objectives Labs Revision Shear of open section beams Lecture Rules 1. Start promptly 2. Come prepared 3. Listen carefully 4. Behave respectfully The module (ENGG209) • • • • 15 credit module – whole session Lectures weekly: Tuesday 1.30-3pm (Sem. 1) Dr Schleyer (Sem. 1) / Prof
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PROJECT REPORT on PLANNING‚ ANALYSIS‚ DESIGN AND COST-ESTIMATION OF FRAMED STRUCTURE AND LOAD BEARING STRUCTURE OF AN ELEMENTARY SCHOOL BUILDING Submitted in partial fulfillment for the award of the degree of BACHELOR OF TECHNOLOGY in CIVIL ENGINEERING by DINESHKUMAR.A INDRAJEET ROY MOHIT DHAWAN 1010910063 1010910082 1010910112 Under the guidance of Ms. S.V. ARUN BALA Assistant Professor (O.G) DEPARTMENT OF CIVIL ENGINEERING FACULTY OF ENGINEERING AND TECHNOLOGY
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AD7591 99 One NTIS One Source. One Search. One Solution. STRESS ANALYSIS MANUAL TECHNOLOGY INC DAYTON OHIO AUG 1969 U.S. Department of Commerce BEST AVAILABLE COPY National Technical Information Service One Source. One Search. One Solution. Providing Permanent‚ Easy Access to U.S. Government Information National Technical Information Service is the nation ’s largest repository and disseminator of governmentinitiated scientific‚ technical‚ engineering‚ and related business information
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simple basic components and members of a building viz.‚ Slabs‚ Beams‚ Columns and Footings. In order to design them‚ it is important to first obtain the plan of the particular building that is‚ positioning of the particular rooms (Drawing room‚ bed room‚ kitchen toilet etc.) such that they serve their respective purpose and also suiting to the requirement and comfort of the inhabitants. Thereby depending on the suitability; plan layout of beams and the position of columns are fixed. Thereafter‚ the loads
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in and were used very frequently to solve the problems in this semester. The topics to come are Shear Stresses for Beams in bending‚ Castigliano’s Theorem‚ Distortion Energy Theorem for Ductile Materials‚ Mechanics of Power screws‚ and Fatigue loading
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CHAPTER ONE INTRODUCTION 1.1 BACKGROUND OF THE STUDY Reinforced concrete is a strong‚ durable material that can be formed in too many varied shapes and sizes ranging from a simple rectangle column‚ to a slender curved dome or shell‚ its utility and versatility are achieved by combining the best features of concrete and steel. Its utility and versatility is achieved by combining the best features of concrete and steel. When combined‚ the steel is able to provide the tensile strength and probably
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MECHANICS LAB EXPERIMENT 1 BEAM DEFLECTIONS TEST PERFORMED: FEBRUARY 4‚ 2015 REPORT SUBMITTED: FEBRUARY 11‚ 2015 BY HAGOP MERTEKHANIAN Student I.D # 105200288 Wednesday 7:00 pm GROUP 1 ABSTRACT Deflections of a beam are important to be able predict the amount of deflection for a given loading situation. This experiment addresses determining the yield point for a material to fail‚ so the stress in the material does not have to reach to that point. This is where understanding beam deflection becomes a
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