5.27 (Ans. max V = 29.6 k, max M = 109.5 ft-k) 4 klf 10 ft 15 ft 30 k 10 ft 30 k 1 ft #1 ft
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- W1 = 10 kN/m P2 = 60 kN a = 2 c = 5 M1 = 35 kNmCompu the ff. 1. Location of Maximum defelction 2.Slope at point a and b 3. Maximum deflectionProperties: • b1 = 300 mm • b2 = 180 mm • d1 = 250 mm • d2 = 350 mm • f'c = 28 MPa • fy = 414 MPa • eccentricity = 200 mm Determine the following: 1. Location of the plastic centroid measured from the y-axis in mm 2. Depth of the compression block in mm 3. Nominal Axial in kN 4. Moment Capacity in kN-m
- The 450N plate is attached to collars which may slide on the vertical rod. If the coefficient of static friction is 04 between both collars and the rod determine the maximum supporting force available from friction when F = 0 and when F = 200N; a = 2.75m , b = 4.5m , c = 2m Show solution, the answer is 618.75The moment diagram (answer in kips) P=8.3 kips, b = 23 ft, h=13 ftTwo 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.
- Neglect friction of the 55-Ibf collar against its vertical guide and compute the velocity of the collar after it has fallen 7ft., starting from22 ft/sec. in the position shown below. The unstretched length of the spring is 3ft.The tripod shown is to support a vertical load W and horizontal load P at point D. The legs of the tripod rest on a level rough surface at points A, B and C. If W=150N, P=50N, a = 0.5m, b =0.75m. c=1.125m, d=1.5m, 19. Determine the force acting on leg AD. Determine the force acting on leg BD.A swimming pool has a width of 12ft and a side profile as shown. Determine the resultant force the pressure of the water exerts on bottom BC. Inclined BC makes an 14.478 degrees with the horizontal.
- The 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 kNThe 300N block rests upon a level plane for which the fk is 0.20. A force P = 100N, directed at 30° from the horizontal pulls the block and moves 80m starting from rest. If the 100N force is then removed, how much further will it travel?A simply supported beam having a span of 8m, carries a concentrated load of 40kn at 6m. from the left support. Use EI=80000 kN-m^2.using conjugate beam method1. Compute the slope at the left support.a. 0.00125 radb. 0.001 radc. 0.00727 radd. 0.00025 rad2. Compute the slope at a point 2m. from the left support. a. 0.00125 radb. 0.001 radc. 0.00727 radd. 0.00025 rad3. Compute the deflection at the point of application of the loads. a. 3mmb. 0.72mmc. 6.16mmd. 5mm