Figure 3.1 Young s modulus - Non-uniform bending

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Figure 3.1 Young s modulus - Non-uniform bending Figure 3.2 Model Graph Department of Physical Sciences, Bannari Amman Institute of Technology, Sathyamangalam 21

Young s Modulus - Non-uniform Bending Expt. No. : Date: AIM To find the Young s modulus of the given material of the beam by non-uniform bending. GENERAL OBJECTIVE To evaluate the elastic behavior of the given wooden beam by pin and microscope experimental method and to find its Young s modulus SPECIFIC OBJECTIVES 1. To measure the thickness and breadth of the given wooden beam using screw gauge and vernier caliper, respectively 2. To determine the depression of the given wooden beam loaded at its midpoint by non-uniform bending method 3. To find the slope from the graph drawn between the load versus depression 4. To calculate the Young s modulus of the wooden beam from the mean depression and slope obtained from table and graph, respectively 5. To analyze the elastic behavior of the given wooden beam from the results obtained APPARATUS REQUIRED Wooden beam Weight hanger with slotted weights Knife edges Travelling microscope Vernier caliper Screw gauge Metre scale Department of Physical Sciences, Bannari Amman Institute of Technology, Sathyamangalam 22

LEAST COUNT FOR SCREW GAUGE Least Count (LC) = Pitch Number of head scale divisions Pitch = Distance moved Number of rotations given = 5 mm 5 = 1mm LC = 1 mm 100 = 0.01mm TABLE -I To determine the thickness (d) of the beam using screw gauge Zero Error (ZE) :. divisions Zero Correction (ZC) :.mm S. No. 1 Pitch Scale Reading PSR ( 10-3 m) Head Scale Coincidence HSC (divisions) Observed Reading OR = PSR + ( HSC LC ) (10-3 m) Correct Reading CR = OR ± ZC ( 10-3 m) 2 3 4 5 Mean (d) =. x10-3 m Department of Physical Sciences, Bannari Amman Institute of Technology, Sathyamangalam 23

FORMULA Young s modulus of the material of the beam 3 MgL Y 3 (N/m 4sbd 2 ) Symbol Explanation Unit Y Young s modulus of the material of the beam N/m 2 M Load applied kg L Distance between the knife edges m g Acceleration due to gravity m /s 2 b Breadth of the beam m d Thickness of the beam m s Depression produced for M kg load m PREREQUISITE KNOWLEDGE 1. Stress Unit Equivalent Units N/m 2 kg m -1 s -2 1Pa Stress is a dimension quantity defined as force per unit area. 2. Strain Strain is the relative change in shape or size of an object due to externally applied forces. It is dimensionless quantity and has no units. 3. Young s modulus Young s modulus is defined as the ratio between linear stress and linear strain. Department of Physical Sciences, Bannari Amman Institute of Technology, Sathyamangalam 24

LEAST COUNT FOR VERNIER CALIPER Least Count (LC) = Value of 1 Main Scale Division (MSD)/ Number of divisions in the vernier 10 MSD = 1 cm Value of 1 MSD = 1/10 cm = 0.1 cm Number of divisions in the vernier = 10 LC = 0.1/ 10 = 0.01 cm TABLE-II To determine the breadth (b) of the beam using vernier caliper LC = 0.01 cm Zero error (ZE) :. Zero Correction (ZC):. S. No. Main Scale Reading MSR (10-2 m) Vernier Scale Coincidence VSC (divisions) Observed Reading OR =MSR + (VSC LC) (10-2 m) Correct Reading CR = OR ± ZC (10-2 m) 1 2 3 4 5 Mean (b) =. 10-2 m Department of Physical Sciences, Bannari Amman Institute of Technology, Sathyamangalam 25

4. Uniform and non-uniform bending In uniform bending, the beam is elevated due to load, and non-uniform bending, the beam is depressed due to load. In uniform bending, every element of the beam is bent with the same radius of curvature whereas in non-uniform bending, the radius of curvature is not the same for all the elements in the beam. PROCEDURE 1. The given beam is supported on two knife edges separated by a distance L. A pin is fixed vertically at the mid-point. A weight hanger is suspended at the midpoint of the beam. The beam is brought to the elastic mood by loading and unloading it several times. 2. With the dead load W, the pin is focused through microscope. The microscope is adjusted so that the horizontal crosswire coincides with the tip of the pin. The microscope reading is taken. 3. The load is changed in steps of 0.05 kg and in each case the microscope reading is taken during loading and unloading. The readings are tabulated. The depression at the mid-point for M kg is calculated. 4. The distance between the knife edges (L) is measured using a metre scale. The breadth (b) and thickness (d) of the beam are found using vernier caliper and screw gauge, respectively. Department of Physical Sciences, Bannari Amman Institute of Technology, Sathyamangalam 26

LEAST COUNT FOR TRAVELLING MICROSCOPE Least Count (LC) = Value of 1 Main Scale Division (MSD)/ Number of divisions in the vernier 20 MSD = 1 cm Value of 1 MSD = 1/20cm = 0.05 cm Number of divisions in the vernier = 50 LC = 0.05/50= 0.001 cm TABLE -III To find depression s LC = 0.001 cm *TR= MSR + (VSC LC) Load M (10-3 kg) MSR Loading VSC (div) TR Microscope reading MSR Unloading VSC (div) TR Mean Depression s for M kg W W + 50 W + 100 W + 150 W+ 200 Mean (s) =. 10-2 m *Note: Total Reading (TR) = Main Scale Reading (MSR) + (VSC LC) Department of Physical Sciences, Bannari Amman Institute of Technology, Sathyamangalam 27

RESULT The Young s modulus of the material of the given beam Y =. x 10 10 N/m 2 APPLICATIONS AFM probe, wings of air craft, helicopter rotator, marine fittings, designing of bridges, bicycle frames and wind mill turbine blades. VIVA VOCE QUESTIONS 1. Define elastic limit. 2. When a beam is loaded at its midpoint, it is then said to be under non-uniform bending. Why? 3. Differentiate between elasticity and plasticity. 4. Give the significance of neutral axis. Department of Physical Sciences, Bannari Amman Institute of Technology, Sathyamangalam 28

OBSERVATION Mass for the depression M =. 10-3 kg Distance between the two knife edges L =. 10-2 m Acceleration due to gravity g =. m / s 2 Breadth of the beam b =. 10-2 m Thickness of the beam d =. 10-3 m Depression produced for M kg of load s =. 10-2 m CALCULATION Young s Modulus of the material of the beam 3 MgL Y 3 (N/m 4sbd 2 ) Department of Physical Sciences, Bannari Amman Institute of Technology, Sathyamangalam 29

STIMULATING QUESTIONS 1. What happens to the Young s modulus of the material if its dimension is increased? 2. Defense force is not allowed to do march past on the bridges. Reason out 3. Load vs depression plots for copper and steel are given. Which material is stiffer? Justify. Department of Physical Sciences, Bannari Amman Institute of Technology, Sathyamangalam 30