Calculate the fluid force on one side of a semicircular plate of radius 12 ft that rests vertically on its diameter at the bottom of a pool filled with water to a depth of 14 ft. Assume the weight-density of water is 62.4 lb/ft³. Q 4 G The fluid force on one side of the plate is (Round the final answer to the nearest tenth as needed. Round all intermediate values to the nearest thousandth as needed.).

Calculate the fluid force on one side of a semicircular plate of radius 12 ft that rests vertically on its diameter at the bottom of a pool filled with water to a depth of 14 ft. Assume the weight-density of water is 62.4 lb/ft³. Q 4 G The fluid force on one side of the plate is (Round the final answer to the nearest tenth as needed. Round all intermediate values to the nearest thousandth as needed.).

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

calculate the value of the force exerted by the water above the window of the dam. Be sure to explain why if the pressure varies from the surface of the water, the lower limit for the integral is taken from depth "a" and not from zero? (it is convenient that you make diagrams to support your answer).
Find the answer
6. From the figure shown. Find the pressure head at A when fluid A is seawater (1.03), Fluid B is (s = 2.87); z = 12 in; y = 8 ft Fluid A Fluid B y Sea water
H =2m Seawater y = 0.2x2 y 25 m The concrete seawall given in Figure 4 has a curved surface and restrains seawater at a depth of 2 m. The trace of the surface is a parabola as illustrated. Determine the force of the fluid force (per unit length) with respect to an axis through the toe (point A). 1024kg/m³) (Y seawater = -X
As shown in the figure compute the amount and location of the vertical and horizontal components of the hydrostatic pressure on XY 1. Rectangular 5ft wide 7 W.S X * a= 6ft b= 8ft c= 4ft
1) In the table below; Shear stress, dyn/cm? 0,60 0,81 1,07 8,39 dV/dx1, m/cm.s 0,6 0,81 1,07 8,39 dV/dx2, m/cm.s 0,30 0,67 2,02 5,7 Values for a fluid flowing in a circular pipe are given in the table. a) by writing Newton's law of viscosity, b) Determine the flow behavior of the fluids, show on the graph that they obey the Newtonian or non- Newtonian flow behavior. Calculate the dynamic viscosity values on the graph. c) If the viscosity of the liquid is 0.121 g/cm3, calculate the kinematic viscosity.
The cylindrical tank weights 500 lb. Determine (a) FH, (b) FV, (c) FR and (d) ϴx. Use 2 decimal places in every solved value.
Choose the best answer among the following choices stated in each problem. Your choice must be supported with complete solution
I need the answer as soon as possible
urgent please solve in 1 hour and get upvote and 5 star review You have to solve it but urgent