The quarter cylindrical gate AB has a radius of 1.5 m and length 2.4 m perpendicular to the paper. It is hinge at A. Determine the vertical component of the hydrostatic force on the curve AB. Use unit weight of water 9.80 kN/m^3. Weight of the gate is negligible. Write only the number of your answer in three decimal places Water surface, 2.5 m 1.5 m B P

The quarter cylindrical gate AB has a radius of 1.5 m and length 2.4 m perpendicular to the paper. It is hinge at A. Determine the vertical component of the hydrostatic force on the curve AB. Use unit weight of water 9.80 kN/m^3. Weight of the gate is negligible. Write only the number of your answer in three decimal places Water surface, 2.5 m 1.5 m B P

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

SHOW SOlution Ans. F= 733.16kN 1.844m from the bottom of the tank parallel to the gate
A line is recorded as 472.90 m long. It is measured with a0.65 kg tape which is 30.005 m long at 20 °C under a 50N pull supported at both ends. During measurement, thetemperature is 5 °C and the tape is suspended under a 75N pull. The line is measured on 3% grade. E = 200 GPa,cross-sectional area of tape is 3 mm2 and the coefficientof linear expansion is 0.0000116 /°C. Compute:a. The actual length of tape during measurement.b.The total error to be corrected for the inclined distancec.The true horizontal distance
4. An aerial copper wire (E =1x 10 5 N/mm ^2) 40 m long has cross sectional area of80 mm2 and weighs 0.6 N per meter run. If the wire is suspended vertically, calculatethe maximum weight which this wire can support at its lower end if the limiting valueof stress is 65 N/mm 2.a. 4627 Nb. 4281 NC. 4519 Nd. 5188 N
Determine the W for the cylindrical weight for which the system is in equilibrium. The coefficient of friction between the 100-lb black and the incline is 0.20 and that between the cord and cylindrical support surface is 0.30. -A=0.30 100 1 12-0.20 20
• Problem 14.1. Determine elastic curve of the solid circular shaft. The shaft is made of steel having E = 200 GPa. It has a diameter of 100 mm. M-30kN m 1.5 m 1.5m- R-10KN R3 -10KV
Situation 1: The 300-1b force is to be resolved into components along lines a-a' and b-b'. P 300 lb b 60⁰ a' 1. Determine the angle a knowing that the component along line a-a' is 240-lb. 2. What is the corresponding value of the component along b-b'?
The quadrilateral plate (negligible weight) shown below is loaded with a block of weight, W = 68 kN, and a force, F = 51 kN) inclined at an angle alpha = 30 degrees from the vertical, such that it is in equilibrium. With a = 1 m, 2a В W 3a t2a + За Calculate the ordinate of the loading point A at the edge of the plate.
CHAPTER 4: *FROM ....TL F 2014 The load is 80 kN supported by the four 304 stess steel wires that are connected to the rigid members AB and DC. Determine the vertical displacement of the load if the members were horizontal before the load was applied. Each 4m H C {E= 18.7 Gpa } wire has a cross-sectional area of (50 mm'. Sm 5 kN 4.5m *Delerm
Isosceles triangular gate AB, as shown in the figure, is hinged at A. The horizontal force ( P) is required at point B for equilibrium. The weight of the gate is negligible, and C = 2 m J 5 m E = 1.2 m 9 = 60° %3D S.G. of Oil = 0.82 Oil, SG = 0 82 %3D Gate J
Compute the hydrostatic force and its line of action of the gate ABC, if the width into the paper equals to 2m.
The 600-Ib, 20ft-wide rectangular gate shown is hinged at B and leans against the floor at A making an angle of 45° with the horizontal. The gate is to be opened from its lower edge by applying a normal force P at its center. A. Determine the magnitude if the hydrostatic force acting on the gate using the hydrostatic panel equations. Express your answer in kips.
Probl A submerged rectangular gate holds back water. Gate is 2 m. wide. Compute force (F=?) to open the gate? 2 m-wide gate Water Hinge РА 3 m 4 m D [1 m 3 2 m-wide gate Hinge Wate Pave P y Fep 3 have y Yep 1 4