The beam cross section shown below is subjectea to an upward vertical force of 3000 N...

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The beam cross section shown below is subjectea to an upward vertical force of 3000 N acting at its shear centre. (Wall thickness is uniform at 3 mm and height and width dimensions are with respect to the median lines of the section) a) Determine and plot the resulting flexural shear flow in the two flanges and the web. b) Determine the location of the shear centre of the beam. c) Determine the location and magnitude of the maximum shear stress in the cross section 30 mm- 1-3 mm 64) mm The beam cross section shown below is subjectea to an upward vertical force of 3000 N acting at its shear centre. (Wall thickness is uniform at 3 mm and height and width dimensions are with respect to the median lines of the section) a) Determine and plot the resulting flexural shear flow in the two flanges and the web. b) Determine the location of the shear centre of the beam. c) Determine the location and magnitude of the maximum shear stress in the cross section 30 mm- 1-3 mm 64) mm

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