Tension

@@saralatvs ok madam tq

Depending on the phase angle you get different figures. It's not the same.90. Circle

It is because of shear stress . For non uniform bending shear stress must not be equal to zero .

Please post the observations

@@saralatvs WOOD A (Teak) 1.THE ELEVATION OF THE BEAM USING TRAVELING MICROSCOPE Least count of the microscope = 0.01mm= 0.001cm Dead load =100g= 0.1Kg Mean breadth,b=2.61cm=2.61×10-2m Mean thickness,d=6.69mm=6.69×10-3m Mean (l^2/e)= 411.4870198 m Young's modulus of the Teak of the bar, Y = 1.209×1010 Nm-2 WOOD B ( ANJILI ) Mean (l2/e)=302.453 m Mean breadth,b=1.17cm=1.17×10-2m Mean thickness,d=6.62mm=6.62×10-3m Young's modulus of the Anjili of the bar, Y = 1.990×1010 Nm-2 WOOD C (Acacia) Mean (l2/e)= 298.043 Mean breadth,b=1.14cm=1.14×10-2m Mean thickness,d =6.38mm =6.38×10-3m Young's modulus of the accacia of the bar, Y = 2.22×1010 Nm-2 WOOD D (Mahagony) Mean (l2/e)= 522.5012 m Mean breadth,b= 1.142cm =1.142×10-2m Mean thickness,d =7.87mm =7.87×10-3m Young's modulus of the Mahagony of the bar, Y = 1.01×10^10 Nm-2 WOOD E (JACKFRUIT) Mean (l2/e)=283.975 m Mean breadth,b= 2.41cm =2.41×10-2m Mean thickness,d =6.412mm =6.412×10-3m Young's modulus of the jack fruit of the bar, Y = 1.043×1010 Nm-2

@@saralatvshlooo maam

tabulate the results, then you can compare

chek on vlab.co.in

@@saralatvs Thanking you Sir for kind respond

This is non uniform bending. For uniform bending,we apply the tension at the edge of the bar on either side

Volume of water is proportional to the length

Glad it helped

You're welcome

Thanks a lot

Thank you very much

Most welcome 😊

Keep watching

Ok

What exactly do you want

Hooo

This is just a demo of the controls. no audio.thank you