Dislike for wrong answer. of a cylindrical surface of which PN is theThe sector gate as shown in figure consistsThe sector gate as shown in figure consistetrace, supported by a structural framehinged at M. The length of the gateperpendicular to paper is 9 m. The amountof horizontal component of the totalhydrostatic pressure on the gate will be6 mH.3D3D%3D30°PSector gateHingeN'

given- sector gate with cylindrical surfaceLength of gate perpendicular to paper 9m

of a cylindrical surface of which PN is the trace, supported by a structural frame The sector gate as shown in figure consists hinged at M. The length of the gate perpendicular to paper is 9 m. The amount of horizontal component of the total hydrostatic pressure on the gate will be 6 m H. %3D 30 M Sector gate Hinge

of a cylindrical surface of which PN is the trace, supported by a structural frame The sector gate as shown in figure consists hinged at M. The length of the gate perpendicular to paper is 9 m. The amount of horizontal component of the total hydrostatic pressure on the gate will be 6 m H. %3D 30 M Sector gate Hinge

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

6. The steel gate 2.61m square of thickness 36.1mm is to be lifted by a frictionless pulley. The coefficient of friction between the dam and plate is 0.216 ,calculate the minimum force required to lift the gate if it is fully submerged to a depth of 1.61m. Use specific gravity of steel 8.0 PLEASE ANSWER THIS ASAP!!!
The bent bar shown is subjected to 3 forces shown. Replace these forces with an equivalent couple M and single force F at point A. Show solution to answers M = 21.8 kN-m, cw Fv = 12.03 kN, D FH = 1.60 kN, R
Find the total force on the side of a water-filled cylindrical tank with 5m height and 10m diameter woter =9800 N/m' a) 3848 KN b) 5547 KN Ocd 7696 KN d) 2770 KN
A sector gate of radius 3 m and length 4 m retains water as shown in thefigure below. Determine the magnitude and direction of the resultant force dueto the water acting on the gate
Calculate the shear stress for the illustrated flow to 2 significant figures(dyn/cm2 ; do not use scientific notation).
The rectangular gate has dimensions: h=.8m; b=2.4m;c=0.4m;weighs 2 tons. It slides on a plane of inclination θ=70° and serves to plug the conduit of a dam. Considering that the coefficient of friction is 0.35. Determine the magnitude of the tension T needed to move the gate when the water level reaches the elevation of 62 m.
HYDRAULICS PROBLEM: The 600lb, 20ft wide rectangular gate shown is hinged at B and leans against the floor at A making an angle of 45degrees 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 of the hydrostatic force acting on the gate using the HYDROSTATIC PANEL EQUATIONS. Express your answer in kips. b.) Determine the minimum force P required to open the seawater gate. Express your answer in kips. *STRICTLY SHOW COMPLETE FBD
HYDRAULICS PROBLEM: The 600lb, 20ft wide rectangular gate shown is hinged at B and leans against the floor at A making an angle of 45degrees 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 of the hydrostatic force acting on the gate using the HYDROSTATIC PANEL EQUATIONS. Express your answer in kips. b.) Determine the minimum force P required to open the seawater gate. Express your answer in kips. *STRICTLY SHOW COMPLETE FBD AND SOLUTIONS
Obtain the gage pressure at the center A of the pipe shown. Neglect surface tension effects. For Liquid 1 specific gravity= 1.5, for liquid 2 specific gravity= 3.2, h1=15cm, h2= 30cm,h3=75cm
The flowrate of the flow is 0.20 + a/10 m3 /s in a pipe placed on a horizontal plane. The pipe diameters are D1= 0.30 m and D2= 0.20. Please find the force acting to the pipe by the flow. The gauge pressure at (1) is p1 =200 + b*10 kN/m2 . (g=9,81 m/s2, g=10kN/m3 ) a= 4 b=3
A 10m diameter storage tank, 15m high is used to contain four different liquids. 2.50m of liquid A(SG=085), 5m of liquid B(SG=2.40), 3.80m of fresh water, and 2.70m of liquid CSG=7.79). It is provide with two steel bands installed 1m from the top and 1m from the bottom. Determine the : a) total hydrostatic force acting on the wall of the tank. b) the line of action of the total force from the bottom c) tensile force at the top band and the tensile force at the bottom band. Please draw the complete pressure diagram with proper labelling.
Properties: • b1 = 300 mm • b2 = 180 mm • d1 = 250 mm • d2 = 350 mm • f'c = 28 MPa • fy = 414 MPa • eccentricity = 200 mm Determine the following: 1. Location of the plastic centroid measured from the y-axis in mm 2. Depth of the compression block in mm 3. Nominal Axial in kN 4. Moment Capacity in kN-m