Bending Beam Louisiana State University Joshua Board Table of Contents: Table of Figures: ........................................................................................................................................... 4 Purpose.......................................................................................................................................................... 5 Introduction ........................................................................................
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of the two sets of data. BEAM LOADING PATTERNS a) 10N 20N 250mm 750mm b) 20N 20N 500mm 750mm c) 10N 15N 10N 150mm 400mm 800mm RESULTS Record the results for each part of the lab work into separate tables. GRAPHS
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Applied mechanics laboratory report “Measurement of bending moment and shear forces for structural analysis” Azamat Omarov ID201102658 1.Theory and background 1.1 Summary That performed laboratory session on bending moments and shear forces requires good understanding and sufficient knowledge of axial forces. Bending is defined as a behavior of any structural element that undergoes the external load‚ which is applied perpendicularly to longitudinal axis. That experiment helps us to find
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1. Objective: The objective of this experiment is to demonstrate the bending of a bean when loaded at the center of its length and examine its deflection when positioned in two different ways‚ when the flat side of the beam is support and when the thin side is supported. In addition‚ try to find linear relationship between the load applied and the deflection of the beam and comparing the experimental deflection with the theoretical deflection. If the load is applied at the mid- length a=b=L/2
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Influence line is to: Analysis a structure due to moving load along the beam. Show the changes in reaction‚ shear stress‚ moment and displacement in certain point in structure when applied a unit load. Determine the greatest position the greatest value of live load in beam. 4.2 DIFFERENCES BETWEEN INFLUENCE LINE DIAGRAM (ILD) AND BMD (BENDING MOMENT DIAGRAM) INFLUENCE LINE DIAGRAM (ILD) BENDING MOMENT DIAGRAM (BMD) a) Static and Moving Load b) Diagrams show only one point on the beam. c) Calculations
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EXPERIMENT NO. 3 BENDING OF BEAMS - (a) Bending Moment I (b) Bending Moment II SECTION 1 GROUP NUMBER 3 GROUP MEMBERS 1. YEOW SU LEE ( CE085335 ) 2. JOUDI J. MOOSOM ( CE085338 ) 3. NINI EZLIN ROSLI ( CE086340 ) 4. MOHD AFIQ AFIFE BIN ABAS ( CE085310 ) 5. ROHAM HADIYOUN ZADEH ( CE085851 ) DATE OF LABORATORY SESSION 6 DECEMBER 2010 DATE OF REPORT SUBMISSION 13 DECEMBER 2010 LAB INSTRUCTOR MISS SITI ALIYYAH MASJUKI LAB REPORT MARKING |
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On Bending the Rules “But Sir‚ you always remind us of the strict implementation of the rules and regulations‚” the young lady protested. “I didn’t let them in because they didn’t show me the document stipulated in the guidelines.” “Yes‚ but in every rule‚ there is always an exception‚” my friend told his staff. “Just let them in. I know them‚ anyway.” When my friend left‚ the young lady gave us a long inquisitive look before she led us to the room. I explained to her that we ran out of time
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What factors affect the bending of bridges? Abstract: This experiment was designed and conducted to find out how different factors affect the amount of bending of the beam. The two variables that were tested were the amounts of weight and the position of the weight on the plank. Aim: To find out how weight and different placements of the weight affect the bending of the beam. Hypothesis: It is predicted that the wood will bend more if there is more weight on it. When the weight is positioned
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Introduction 3 2. Theory 3 2.1 Bending Moment and Stresses 3 2.2 Deflection and Slopes 5 3. Equipment 6 4. Procedures 7 4.1 Procedure 1 7 4.2 Procedure 2 8 4.3 Procedure 3 8 5. Results 8 5.1 Results from procedure 1 8 5.2 Results from procedure 2 10 5.3 Results from procedure 3 12 6. Discussion and Error Analysis 14 7. Conclusion 15 1. Introduction During this lab a beam was tested in order to find the relationships between load‚ bending moment‚ stress and strain‚ slope and the
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Strengths of Materials Lab #4 CIVENG 303 Section 804 Stress Concentrations Performed October 24th‚ 2013 Today’s Date: November 7th‚ 2013 Tim Hendrickson OBJECTIVE The objective of this lab is to determine a set of changes due to the stress in geometric irregularities in an axially loaded bar. Some of the irregularities include certain features such as holes and notches. QUESTIONS: -The following are formulas are for stress and strain that are biaxial. Sample Material
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