In an experiment aiming to measure the pipe roughness (e), pressure decrease of 40 kPa was measured across a pipe length of 1 m. The straight pipe has a constant inside diameter of 0.1 m. If the velocity of water (specific weight 9810 N/m3; kinematic viscosity: 1 x 10-6 m2/s) was 1 m/s, what is the absolute roughness of this pipe material? Moody Diagram 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.015 0.01 Laminar Flow Material Concrete, coarse Concrete, new smooth Drawn tubing Glas, Plastic Perpex Iron, cast Sewers, old Steel mortar lined Steel, rusted lied Steel, structural or forged Water mains, old 10³ O 0.050 mm O 0.025 mm O 0.500 mm HUF SEE Transition Region O 0.100 mm e (mm) 0.25 0.025 0.0025 0.0025 0.15 30 0.1 0.5 0.025 1.0 104 Complete Turbulence Friction Factor AP. 106 105 Reynolds Number, Re evd H Smooth Pipe 107 0.05 0.04 0.03 0.02 0.015 0.01 0.005 0.002 0.001 5x10-48 2x10-4 10-4 5x10-5 10-5 5x10-6 10-6 Relative Pipe Roughness 10%

Could I please get a full written solution on how to answer question 6 for this past paper question please?

Hi, I need help with this question please. Thank you. A cantilever thin-walled cylindrical tube of inner diameter ? = 30cm and thickness ? = 1cm is subjected to a torque T and internal pressure p as shown below. The free end of the tube is closed. Strain gauges A and B mounted on the surface of the cylinder give readings ?? = 7.5 × 10^−6 and ?b = 19.7x10^−6, respectively. The bar is made of steel having Young's modulus E=200 GPa and Poisson's ration ? = 0.3. a) Determine the torque, T, and internal pressure, p. b) Determine the absolute maximum shear strain ???? at point C.