3. Calculate the horizontal reaction at the hinge. a. 680.48 kN b. 677.29 kN c. 640.59 kN d. 659.24 kN 4. Obtain the location of the total hydrostatic force from the bottom of the gate. Denote as "x" a. 2.375 m b. 2.030 m c. 2.292 m d. 2.044 m 5. Determine the location of the hinge support (measured from the bottom) to hold the gate in position. Denoted as "2" a. 2.375 m b. 2.030 m c. 2.292 m d. 2.044 m

3. Calculate the horizontal reaction at the hinge. a. 680.48 kN b. 677.29 kN c. 640.59 kN d. 659.24 kN 4. Obtain the location of the total hydrostatic force from the bottom of the gate. Denote as "x" a. 2.375 m b. 2.030 m c. 2.292 m d. 2.044 m 5. Determine the location of the hinge support (measured from the bottom) to hold the gate in position. Denoted as "2" a. 2.375 m b. 2.030 m c. 2.292 m d. 2.044 m

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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