Problem 8: Replace the loading by an equivalent resultant force and couple moment acting at point 0. 8 kN/m 5 kN/m 1.5 m- -0.75 m 0.75 m
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- Find the total force on the side of a water-filled cylindrical tank with 5m height and 10m diameter woter =9800 N/m' a) 3848 KN b) 5547 KN Ocd 7696 KN d) 2770 KNThe shear capacity V if a steel wide flange section, 600 mm deep whose web is 9 mm thick, is closest to: Assume fy = 200 MPa. Take FV = 0.4 Fy a. 645 kN b. 413 kN c. 507 kN d. 432 kNA rectangular plate with a width of 16 m and height of 12 m is located 4 m below the water surface. The plate is tilted and makes angle of 35deg angle with the horizontal. The resultant hydrostatic force in kN acting on the top surface of this plate is a. 9745 b. 5190 c. 10,800 d. 8470
- Two parallel plates are separated by a 0.22 mm space filled with a fluid (sp gravity = 0.964) of kinematic viscosity 5.6 × 104 m /. The lower plate is stationary, and the upper plate having a 2x2 m2 area moves at a velocity of 6.6 m/sec. Estimate the shear force on the underside of the upper plate.A cylindrical caisson having an outside diameter of 7m floats in sea water sg=1.03 with its axis vertical and its lower end submerged 6m below the water surface. If its center of gravity is on the vertical axis and is 3m above the sea water surface. a. Determine the value of MBO, in meters b.Find the true metacentric height in meters is the caisson stable? c. find the restoring or upsetting couple, in kN-m, when the caisson is tipped through an angle of 9degree.Given the ff. data of dynamic lateral force procedure for buildings:Period of vibration: T = 0.8 secSpectral velocity, Sv = 0.15 m/secK = 15 158 kN/mmTotal W = 2400 kN Give the maximum relative displacement,the value of spectral acceleration,value of the lateral force of the tank in kN,the value of the maximum base shear in kN.
- A cylindrical anchor with specific weight of 24 KN/cu.m. is submerged in salt water (SG = 1.03) and attached to a gate AC as shown. The gate is hinged at B and the tension wire is attached at C. The gate is inclined by 60o from the horizontal and has a length of 2.5m. To keep the system in equilibrium, determine the diameter of the cylindrical anchor if the height is twice the diameter.A steel propeller shaft is to transmit 4.5 MW at 3Hz without exceeding a shearing stress of (50x60)MPa or twisting through more than 1 degree in a length of 26 diameters. Compute the proper diameter if G= 83 GPa.A GRAVITY DAM HAS BASES 5m AND 15m. IT SUPPORTS WATER ON THE SIDE WITH OVERFLOW OF 0.3m. NEGLECTING HYDROSTATIC UPLIFT AND EFFECT OF WATER ON THE DOWNSTREAM, FIND THE LOCATION OF REACTION, R, FROM THE HEEL OF THE DAM IF F = 1000 kN. USE UNIT WEIGHT OF CONCRETE = 23 kN/m3