A vertical dam has a semicircular gate as shown in the figure. The total depth d of the figure is 14 m, the height h of air above the waterlevel is 2 m, and the width w of the gate is 8 m.14 mK8 m2 mwater levelSet up an integral that can be used to find the hydrostatic force (in N) against the gate. (Use 9.8 m/s² for the acceleration due to gravity.Recall that the weight density of water is 1,000 kg/m³.)

Given data,d=total depth=14mh=height above the water level=2mw=width of gate=8mFINDHydrostatic force…

A vertical dam has a semicircular gate as shown in the figure. The total depth a of the figure is 14 m, the height of air above the water level is 2 m, and the width w of the gate is 8 m. 14 m 8 m }2 m water level Set up an integral that can be used to find the hydrostatic force (in N) against the gate. (Use 9.8 m/s² for the acceleration due to gravity Recall that the weight density of water is 1,000 kg/m³.)

A vertical dam has a semicircular gate as shown in the figure. The total depth a of the figure is 14 m, the height of air above the water level is 2 m, and the width w of the gate is 8 m. 14 m 8 m }2 m water level Set up an integral that can be used to find the hydrostatic force (in N) against the gate. (Use 9.8 m/s² for the acceleration due to gravity Recall that the weight density of water is 1,000 kg/m³.)

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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