TABLE OF CONTENT Content Page Person In Charge 1 Umar Akhyar 2-3 Alif Adham 4-6 Abid Amsyari 7 Together Introduction Objectives Learning Outcome Theoretical Background Problem statement Apparatus Procedure Results Analysis Discussion Conclusion TITLE: LAB 2A: REACTION, BENDING MOMENT AND SHEAR FORCE 1.1 INTRODUCTION Level 0 laboratory activities refer to condition where the problem and ways & means are guided and given to the students. However, the answers to the assignment are left to the students to solve using the group creativity and innovativeness. The activity is designed to slowly introduce and inculcate independent learning amongst student and prepare them for a much harder task open-ended laboratory activity. In this laboratory activity, students will be exposed on the beams experiments for determine reaction, bending moment and shear force for simply supported and cantilever beams. 1.2 OBJECTIVES The objective of the experiment is: To determine the relations among reaction, bending moment and shear force in simply supported beam. 1.3 LEARNING OUTCAMES At the end of the laboratory activities, students would be able to: ο· ο· ο· Identify and use the correct apparatus/tools to carryout experiment on beams; Work in a group to undertake the task; and Collect and analyse the data correctly and produce the technical report. 1.4 THEORATICAL BACKGROUND A beam is subjected to external forces. These are the loads applied to the beam and reactions to the loads from the supports. The beam transfers the external load set to the external reaction set by a system of internal forces. The internal forces as a result of the structural action of the beam are called bending moments and shear forces. These internal forces may vary along the length of the beam and are usually represented as separate bending moment and shear force diagrams. i. Shear Force When the load is to the left of x – x, Shear force at section x – x is; ππΉπ₯−π₯ = π1 − π π΄ Or, ππΉπ₯−π₯ = π π΅ = (π × πΏ1 )/πΏ When load is to the right of x – x, ππΉπ₯−π₯ = π π΄ = (π × (πΏ − πΏ1 ))/πΏ ii. Bending Moment When the load is to the left of x – x, Bending moment at section x – x is; π΅ππ₯−π₯ = π1 πΏ1 − π π΄ πΏπ Or π΅ππ₯−π₯ = π π΅ πΏ2 When the load is to the right of x – x, π΅ππ₯−π₯ = π π΄ πΏπ 2.1 PROBLEM STATEMENT Although computers are efficient for structural analysis, it is important for students to be well versed in the theory and not to simply rely on the computer outputs. Ability to solve structural analysis problems will come in handy for verifying the computer results. On the other hand, conducting experiments in the lab can help to develop a deeper understanding of the mechanics of structures. One can better grasp the way loads are transmitted through structures and obtain a more complete understanding of the way they deform. In this experiment, the group will explore the behaviour of various types of beams under loads to determine their support reaction, bending moment and shear force. The group may use any suitable software as a tool for understanding the relations between the external and internal forces. 3.1 APPARATUS a) Simple Supported Beam i. A pair of Simple supports ii. Special beam with a cut section. iii. A set of weights with several load hangers. iv. Digital Force Indicator 3.2 PROCEDURE a) Simply Supported Beam i. The load cell is connected to the digital indicator. ii. The indicator is switched on. The reading of indicator is taken after the switch is on for 10 minutes. iii. The two simple supports are fixed to the aluminium base at the distance equal to the span of the beam to be tested. The support to the base is screwed tightly. iv. The load hanger is hanged to the beam. v. The beam is placed to the supports. vi. The load hanger is placed at 625 mm from the left support. vii. The indicator reading is taken. If it is zero, the tare button is pressed on the indicator. viii. A load of 5N is placed at the load hanger. ix. The indicator reading is taken. This represents the shear force/ force at the cut section. x. Load is added to the load hanger and indicator reading is taken. xi. Step 1 to 10 is repeated for another 5 set of readings. 3.3 RESULTS i. a) Simple Supported Beam πβπππ πππππ π΅πππ ππππ = 895 ππ π·ππ π‘ππππ ππ π‘βπ π βπππ π πππ‘πππ ππππ π‘βπ ππππ‘ π π’πππππ‘ = 605 ππ π·ππ π‘ππππ ππ π‘βπ ππππ ππππ π‘βπ ππππ‘ π π’πππππ‘ = 312 ππ Table 1 : Shear Force for simply supported beam results Load (N) 2 4 6 8 10 Shear force At X-X Experimental Load Cell Theory π π΅ (N) (N) 0.4 0.697 1.2 1.394 2.0 2.092 3.0 2.789 3.8 3.486 ii. Bending Moment π΅πππ ππππ, πΏ = 895 ππ π·ππ π‘ππππ ππ π‘βπ ππ’π‘ π πππ‘πππ ππππ π‘βπ ππππ‘ π π’πππππ‘, πΏπ =395 mm π·π ππ‘ππππ ππ π‘βπ ππππ ππππ π‘βπ ππππ‘ π π’πππππ‘, πΏ1 = 625 mm π·ππ π‘ππππ ππ π‘βπ ππππ ππππ ππππ π‘βπ ππππ‘ππ ππ π‘βπ ππππ ππππ π π πππ‘πππ = 175 ππ Table 2: Bending Moment for simply supported beam results. Load (N) 5 10 15 20 25 Load Cell Reading F (N) 0.7 1.7 3.1 4.5 6.0 4.1 ANALYSIS Theory shear Force for simply supported beam; ππΉπ₯−π₯ = π π΅ = (π × πΏ1 )/πΏ Example; π π΅ = 2 × 312 895 = 0.697 Theory bending Moment for simply supported beam; ππΉπ₯−π₯ = π π΄ = (π × (πΏ − πΏ1 ))/πΏ π΅ππ₯−π₯ = π π΄ πΏπ Bending Moment at A X-X Experimental = f * 175 mm 122.5 297.5 542.5 787.5 1050.0 Theory (Nmm) 595.660 1191.715 1787.375 2383.035 2979.090 Example; π π΄ = (5 × (895 − 625))/895 = 1.508 π΅ππ₯−π₯ = π π΄ πΏπ = 1.508(395) = 595.81 4.2 DISCUSSION From this laboratory experiment, we could identify and use the correct apparatus and tools to carry out experiment on beams. Besides that, we could also work in group to undertake the task smoothly with the supervise of the lab technician. From this activity, the accuracy of the experiment shear force for simply supported beam has an average of 77.84% which makes it not so distance between the experimented and the theory accuracy. Adding on, the accuracy for bending moment for simply supported beam has the average of 20% accuracy between experimental and theory. The accuracy of shear force and bending moment experiment can be affected by several factors. The equipment used in the experiment should be calibrated regularly to ensure that it is providing accurate measurements. If the equipment is not calibrated correctly, it can lead to inaccurate readings. Furthermore, Parallax error can occur when the observer's eye is not at the same level as the pointer or scale being read. This can lead to inaccurate readings, and it can occur if the operator is not careful about their position relative to the measuring equipment. Lastly, Improper alignment of the apparatus. If the apparatus used in the experiment is not aligned properly, it can affect the readings of the shear force and bending moment. This can happen if the operator is not careful when setting up the equipment. 4.3 CONCLUSION In this experiment, we can conclude that when a load is applied to a beam, it undergoes deformation or deflection. The amount of deflection depends on the magnitude and type of load, the length of the beam, the material properties of the beam, and the support conditions. In a shear force and bending moment lab experiment, a load is applied to the beam, and the resulting shear force and bending moment are measured at different points along the beam. Shear force is the force acting perpendicular to the longitudinal axis of the beam, and bending moment is the moment that tends to bend the beam about an axis perpendicular to its longitudinal axis. The load causes the beam to deform and bend, and this results in shear force and bending moment. The magnitude of the shear force and bending moment at a point along the beam depends on the load and the location of the point. By measuring the shear force and bending moment at different points along the beam, the experiment provide insight into the behaviour of the beam under load. In this lab, we are using only simple supported beam and not cantilever beam. In the result, we can see that the higher the load the higher shear force and bending moment. The reaction force at each support is equal and opposite to the load, and acts perpendicular to the support.