For all the calculation sake, I
solve this on paper.
4) AW 10 x 30 is subjected to a uniform load of 3 k/ft. It is 12 feet long and simply supported. a. Consider a 1 foot long section between 3 and 4 feet from the support. Draw a free body diagram with the moments, the shear forces and the uniform load. Show the section is in equilibrium. b. Using stress wedges, find the shear stress at the neutral axis. c. Using vQ/It, find the shear stress at 3 feet...
4) AW 10 x 30 is subjected to a uniform load of 3 k/ft. It is 12 feet long and simply supported. a. Consider a 1 foot long section between 3 and 4 feet from the support. Draw a free body diagram with the moments, the shear forces and the uniform load. Show the section is in equilibrium. b. Using stress wedges, find the shear stress at the neutral axis. c. Using vQ/It, find the shear stress at 3 feet...
(Re_x)_cr=5(10^5)
au ar +0 ay au dy? Revie ди ar + =0 ду Water flows past a flat plate of length L = 15 cm at U = 2 m/s. What is the disturbance thickness of the boundary layer at = 10 cm from the front of the plate? The properties of water are pw = 1000 kg/m” and Vw = 1x10-6 m/s Express your answer in mm to three significant figures. View Available Hint(s) 8 = 1.12 mm Submit...