P = 21 kn/m 1.5 m L=4.44 m +
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- What are the support reactions at points A and B?
- What is the maximum bending moment and where does it occur along the beam?
- sketch the shear force and bending moment diagram for the beam
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- mathalino.com/reviewer Problem 001 Problem Determine the x and y components of the forces shown below in Fig P-001. F2 = 50 kN F1 = 58 kN 45% 300 F4 = 40 kN 5. 12 F3 = 45 kN Figure P-001 Solution 001 Click here to show or hide the solution Tags: العربية الإنجليزية ...A pipe conveys water with velocity 360 m/min and pressure gauge shows 5 bar pressure under which the water is following. The pipe is located at 5 metre above the datum line. The sum of total head and stagnation head is m. (g = 10 m/s?). (assume 1 bar = 105 Pa) %3D2.Calculate the earth pressure acting on a concrete structure P Ly Lat Pat Lx1=4 M Ly1=8 M Lz=2 M Px1=14 N/m Px2= 8 N/m Py1=15 N/m
- Problem: Determine oPn for the short column shown. fy 60000 psi and f'c = %3D %3D 4000 psi. 3" e = 8" • 8 #10 • 14" 20" Gy = 6" 3" 3"+2.Determine the value of W if the 100kg crate is on the verge of tipping forward as it slides up the incline. Use d = Im. 0.6 m 1.8m fk = 0.2Ex Oil flows steadily in a vertical pipe. Pressure at z=100m is 200 kPa, and at z=85m it is 250 kPa. Given: Diameter D = 3 cm Viscosity u = 0.5 Ns/m² Density p = 900 kg/m³ %3D Assume laminar flow. Is the flow upward or downward? What is the velocity at the center and at r=6mm?
- Water at 60 degrees Fahrenheit have a density of 62.36 Ib/ft.^3 and dynamic viscosity of 7.536 x 10^-4 Ib/ft-s) is flowing steadily in a 2-inch diameter horizontal pipe made of stainless steel at a rate of 0.2 ft^3/s. Use f = 0.0200. Determine %3D the head loss in terms of inches over a 200-feet long section of the pipe. A) 327.60 В 27.30 C 376.05 D None of the aboveFind pressure value Force=2.11 N Area 0.223 m2A wooden block of width 2 m, depth 1.5 m and length 4 m floats horizontally in water. Find the volume of water displaced in m^3. The specifc gravity of the wooden block is 0.7. a.6 b.4.2 c.8.4 d.12
