Engineering > Lab Experiment > LAB EXPERIMENT: INDETERMINATE BEAM (All)

LAB EXPERIMENT: INDETERMINATE BEAM

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PSYCHOMOTOR PERFORMANCE RUBRIC NO. CRITERIA PERFORMANCE SCALE Developing Functional Proficient Advanced 0 1 2 3 4 5 1 Ability to design and conducted a research- based experiment (P1-P2) Un... able to design/ identify the basic idea / task of the experiment. Helps are required to conduct the whole experiment. Has a very low ability to design/ identify the basic idea / task of the experiment. Helps are required to conduct the whole experiment. Often requires instructor to design / identify basic idea / task of the experiment. Helps are required with refinement in several major details and conduct the experiment. Generally able to design / identify basic idea / task of the experiment. Able to conduct the experiment with minimal guide from the instructor. Independently designed / identified idea / task of the experiment. Able to conduct a research-based experiment. Independently designed / identified the idea / task of the experiment with additional supporting references. Show an outstanding ability in conducting research-based experiment. 2 Successfully performs experiment without guidance based on level of Openness (P3-P4) Cannot complete tasks and standard procedures. Low ability to complete tasks and standard procedures. Successfully complete experiment procedures with moderate supervision. Successfully complete experiment procedures with minimal supervision. Successfully complete experiment independently. Successfully complete experiment independently. 3 Ability to manipulate the data leading to findings (P5-P6) Incorrect interpretation of trends and comparison of data indicating a lack of understanding of results. Incomplete interpretation of trends and comparison of data indicating a lack of understanding of results. Minimal with 1 sentence describing the main finding of the experiment. Almost all of the results have been correctly interpreted but without sufficient support of important trends or data comparisons. All of the results have been correctly interpreted, with only 1 sufficient support of important trends or data comparisons. All of the results have been interpreted correctly, with sufficient support of important trends or data comparisons 4 Ability to adapt the obtained result with logical justification (P5-P6) Failed to show any idea at all No ability to adapt the result with any suitable justification. Show effort to give reasonable justification but incorrect Display effort to understand the finding with major flawed interpretation Display effort to understand the finding with minimum flawed interpretation Show excellent understanding between the results to adapt with logical justification (CO2:PO5) Lab Report: CES511 – STRUCTURAL ENGINEERING LABORATORY1 TABLE OF CONTENTS NO. TITLE PAGES 1 1.0 Introduction 2 2 2.0 Problem Statement 2 3 3.0 Objectives 2 4 4.0 Apparatus 2 - 3 5 5.0 Procedure 4 6 6.0 Data and Analysis 6.1 Table Data and Analysis 6.2 Graph Support A and B 6.3 Sample Calculation 5 6 7 - 8 7 7.0 Discussion 9 - 10 8 8.0 Conclusion 102 1.0 INTRODUCTION The redundant in form of reaction exist in an indeterminate system. However, static equation itself unable to solve that particular redundant. The superposition method is one of the suitable approaches to determine this reaction. The fixed end moment of a fixed end beam is given by; MFAB = -W * a * b² / L² MFBA = -W * a² * b/L² 2.0 PROBLEM STATEMENTS Structural could be classified into statically determinate and indeterminate system. Static equation can be used to solve the determinate problem. Meanwhile, superposition method can be used to solve the indeterminate problem. 3.0 OBJECTIVE To validate the theoretical equation of fixed end moment of indeterminate beam through experimental work by using the superposition method for indeterminate beam. 4.0 APPARATUS 1. Support A and B (fixed support both) 2. Beam (1m) Support A Support B3 3. Load hanger (Reaction A and B) 4. Load hanger (Point load) 5. Load Reaction A Reaction B4 5.0 PROCEDURE 1. Fixed length support A and B into 1m. Locked the support at bottom. 2. Placed beam at support. Make sure in straight condition. Used screw at supports to lock. 3. Put the load hanger as point load 0.2 m from support A. 4. Locked the supports. 5. Loosed screw at both support before applied load. 6. Applied load 4N at point load hanger. 7. Applied 2N load as reaction at blue hanger simultaneously. Logically, when applied load at center of the beam, the reaction both side will be same. But in this case the applied load is not at center. 8. Check the reading both dial gauges is zero to know the value correct. Applied another load when the reading at dial gauges still not zero at both side simultaneously. 9. When one side of support becomes zero, stop applied load at both reactions. 10. Applied load at yellow hanger at which support that not to zero. It was for counter back that applied in blue hanger. 11. Took weight load when reach zero as reaction. The data had been recorded. 12. Repeated step 6 to 11 in order to increasing the load applied. 13. Analyzed the data. [Show More]

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