A9 The Thénard shutter dam shown was originally developed and used in 1831. Assume frictionless hinges at B and C and neglect the weight of the dam. Calculate the reactions at C and D, assuming a 1-ft width of dam (perpendicular to the page). Note that the force of the water acts perpendicular to the surface of the dam. 6' - 0", В 3'-6"/ A 77°-30' 45° PROBLEM 4.59

A9 The Thénard shutter dam shown was originally developed and used in 1831. Assume frictionless hinges at B and C and neglect the weight of the dam. Calculate the reactions at C and D, assuming a 1-ft width of dam (perpendicular to the page). Note that the force of the water acts perpendicular to the surface of the dam. 6' - 0", В 3'-6"/ A 77°-30' 45° PROBLEM 4.59

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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