23. Each gate of a lock is 5 m high and is supported by two hinges placed on the top and bottom of the gate. When the gates are closed, they make an angle of 120°. The width of the lock is 4 m. If the depths of water on the sides of the gates are 4 m and 3 m respectively, determine: () the magnitude of resultant pressure on c gate, and (i) magnitude of the hinge reactions. JAns. () 79.279 kN, (ii) R7=27.924 kN, R-51.XOE Fig. 3.61 The end gates ABC of a lock are 8 m hieh

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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depth of water on the upstream and downstream sides of the lock are 6 m and 4 m respectively. Find:
is 10 m. Each gate is supported by two hinges located at I m and 5 m above the bottom of the lock. The
gate, and (i) magnitude of the hinge reactions. [Ans. () 79.279 kN, () R7=27.924 kN, R,- 51355&N
24. The end gates ABC of a lock are 8 m high and when closed make an angle of 120°. The width of lek
sides of the gates are 4 m and 3 m respectively, determine: () the magnitude of resultant pressure on cah
gates are closed, they make an angle of 120°. The width of the lock is 4 m. If the depths of water on the re
23. Each gate of a lock is 5 m high and is supported by two
hinges placed on the top and bottom of the gate. When the
() Resultant water force on cach gate.
Fig. 3.61
Transcribed Image Text:depth of water on the upstream and downstream sides of the lock are 6 m and 4 m respectively. Find: is 10 m. Each gate is supported by two hinges located at I m and 5 m above the bottom of the lock. The gate, and (i) magnitude of the hinge reactions. [Ans. () 79.279 kN, () R7=27.924 kN, R,- 51355&N 24. The end gates ABC of a lock are 8 m high and when closed make an angle of 120°. The width of lek sides of the gates are 4 m and 3 m respectively, determine: () the magnitude of resultant pressure on cah gates are closed, they make an angle of 120°. The width of the lock is 4 m. If the depths of water on the re 23. Each gate of a lock is 5 m high and is supported by two hinges placed on the top and bottom of the gate. When the () Resultant water force on cach gate. Fig. 3.61
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