1 / 6

Problem 5.158

Problem 5.158. The square gate AB is held in the position shown by hinges along its top edge A and by a shear pin at B . For a depth of water d = 3.5 ft, determine the force exerted on the gate by the shear pin. A. d. 1.8 ft. B. 30 o. Problem 5.158. Solving Problems on Your Own.

denver
Download Presentation

Problem 5.158

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript


  1. Problem 5.158 The square gate AB is held in the position shown by hinges along its top edge A and by a shear pin at B. For a depth of water d = 3.5 ft, determine the force exerted on the gate by the shear pin. A d 1.8 ft B 30o

  2. Problem 5.158 Solving Problems on Your Own The square gate AB is held in the position shown by hinges along its top edge A and by a shear pin at B. For a depth of water d = 3.5 ft, determine the force exerted on the gate by the shear pin. A d 1.8 ft B 30o Assuming the submerged body has a width b, the load per unit length is w = brgh, where h is the distance below the surface of the fluid. 1. First, determine the pressure distributionacting perpendicular the surface of the submerged body. The pressure distribution will be either triangular or trapezoidal.

  3. Problem 5.158 Solving Problems on Your Own The square gate AB is held in the position shown by hinges along its top edge A and by a shear pin at B. For a depth of water d = 3.5 ft, determine the force exerted on the gate by the shear pin. A d 1.8 ft B 30o 2. Replace the pressure distribution with a resultant force, and construct the free-body diagram. 3. Write the equations of static equilibrium for the problem, and solve them.

  4. Problem 5.158 Solution Determine the pressure distribution acting perpendicular the surface of the submerged body. 1.7 ft A PA PA = 1.7 rg PB = (1.7 + 1.8 cos 30o)rg (1.8 ft) cos 30o B PB

  5. 1 2 1 2 1 2 1 2 Problem 5.158 Solution Ay A Replace the pressure distribution with a resultant force, and construct the free-body diagram. Ax 1.7 rg (1.8 ft) cos 30o LAB/3 P1 FB The force of the water on the gate is LAB/3 P2 B LAB/3 (1.7 + 1.8 cos 30o)rg P = Ap = A(rgh) P1 = (1.8 ft)2(62.4 lb/ft3)(1.7 ft) = 171.85 lb P2 = (1.8 ft)2(62.4 lb/ft3)(1.7 + 1.8 cos 30o)ft = 329.43 lb

  6. 30o Problem 5.158 Solution Ay A Ax Write the equations of static equilibrium for the problem, and solve them. 1.7 rg (1.8 ft) cos 30o LAB/3 P1 FB S MA = 0: + LAB/3 P2 B 2 3 1 3 ( LAB)P1 + ( LAB)P2 LAB/3 (1.7 + 1.8 cos 30o)rg - LABFB = 0 P1 = 171.85 lb P2 = 329.43 lb 2 3 1 3 (171.85 lb) + (329.43 lb) - FB = 0 FB = 276.90 lb FB = 277 lb

More Related