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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
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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O The Thénard shutter dam shown was originally developed and used in 1831. Assume frictionless hinges at B and Cand 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° D. PROBLEM 4.59
Transcribed Image Text:O The Thénard shutter dam shown was originally developed and used in 1831. Assume frictionless hinges at B and Cand 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° D. PROBLEM 4.59
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