A semi-circular gate is submerged under water as shown. The base of the gate is pin supported and the top is being held by a stopper. If the radius of the gate is 2m, solve the distance of the resultant hydrostatic force from point A along the incline. 60° 6.0m O 78.7cm O 46.1cm O 80.3cm 61.4cm

A semi-circular gate is submerged under water as shown. The base of the gate is pin supported and the top is being held by a stopper. If the radius of the gate is 2m, solve the distance of the resultant hydrostatic force from point A along the incline. 60° 6.0m O 78.7cm O 46.1cm O 80.3cm 61.4cm

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: 134. Beam loaded as shown in Fig. P-434. Ans. 60 kN 20 kN/m M = 120 kN a

Q: A turbine system is harnessing the energy of flowing water from reservoir 1 to reservoir 2. The…

A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…

Q: 2- What are the procedures necessary to implement a wall foundation on liquid land?

A: Wall Foundation: Wall foundation is the masonry walls below the ground level. These are the main…

Q: A 20 m chain was found to be correct at the time of commencement. A distance was measured along a…

A: Given Data: Length of Chain = 20m Length Measured = 1650m Correct Length = 1665m

Q: Determine the x- and y-coordinates of the centroid of the shaded area. Input values only without…

Q: 50 KCX 13 300 k 63 D. 200 KN J00, KN 8 ni 10 un: 10

Q: A force F = 166 N is applied to a two-bar truss as shown and e 36 degree. Determine the value of F1,…

Q: 7) The rigid bar ABCD is supported by aluminum spring with 12 turns of 25mm diameter wire in a mean…

Q: A loaded footing ABCD with q = 200 kN/m² on the ground is shown in Figure 8.19. Compute Ao, under…

Q: total loss of stress in the wires, (b) The jacking force required at the left end:

Q: 5 If g is the punching shear resistance per unit area a, is the side of a square footing for a…

Q: 300

Q: A rectangular concrete beam having a width of 450 mm has a total depth of 575 mm. It is reinforced…

Q: Described the two different types of foundation system (shallow and deep footings). What is it that…

A: concept- Foundation- Foundations are the sub-structural elements that are in direct contact with the…

Q: Which among the following is the equation of the elastic curve for a simply-supported beam of length…

Q: There is a floor system as shown in the figure below, try to find the influence line of shear force…

A: According to Muller, Without removing support at A and D, cut the beam at B and rotate the beam such…

Q: For the W8x28 A992 column with bracing and end conditions shown in the figure, determine the…

A: For A992 steel fy = 50 ksi

Q: Using the method of joints, determine the force in each member of the trusses shown. F В 4 m A H E G…

Q: 11. PRACTICE PROBLEMS ri- are of 1. The interior angles shown were measured for a five- sided closed…

Q: Why do it needto get the normal consistency of cement?- -How are these values of normal consistency…

A: Since, there are different types of tests which are used to make the strengthful design mix. Normal…

Q: DETERMINE THE FORCE (Ib) FOR MEMBER AC GIVEN THE DATA BELOW: F, = 752 Ib F2 = 1,103 Ib "Note: for…

A: Consider joint A Resolve all force in both direction x and y axis both Equilibrium equation…

Q: Find the kinetic energy of a ball of 290 g mass , moving at a velocity Of 35 cm/s ?

Q: repair the sidewalks only if he is notified that it is a problem provide assistance to anyone who…

Q: Select the lightest W section to carry an axial compression of 90 kips dead load and 320 kips live…

A: Select the lightest W section to carry an axial compression of 90 kips dead load and 320 kips live…

Q: Chapter 16 Question A round tied column with fc- 5,000 psi and grade 60 steel supports an axial load…

A: Given for a round tied column, fc' = 5,000 psi = 5 ksi, fy = 60 ksi, PD = 200 kips, PL = 150 kips,…

Q: Lm im L, im 1. Determine the slope at point A and the deflection at point C. El=2000OKN-m2. Use…

A: There is a simply supported beam given in the question. The total length of the beam= 8m EI=…

Q: A square footing shown has the following details: Unit weight of soil = 15.28 kN/m3 Saturated unit…

Q: A 10-m beam simply supported at the ends carries a uniformly distributed lcad of 16 kN/m over its…

A: A 10-meter beam with just end supports carries an equally distributed load of 16 kN/m along its…

Q: The circular shaft shown is subjected to an axial force P at its free end and a compressive force of…

Q: As a marine construction engineer, for shipbuilding and submarines, justify the possibility of using…

A: Positioning of heavy engine and machinary at lower part of a Submarine or Shipbuilding help in…

Q: Determine the x- and y-coordinates of the centroid of the shaded area. Input values only without…

A: A section have been given and it has been asked to determine centroid of the same. Please refer step…

Q: A rectangular channel 6.0 m wide carries a discharge of 16.0 m/sunder uniform flow condition with…

Q: How would we derive a solution for groundwater drawdown due to pumping near a river (i.e. a recharge…

A: Brief concept introduction- Groundwater- It is the water that is stored under the earth's crust.…

Q: In a laboratory test of a beam loaded by end couples, the fiber at layer AB as shown are found to…

Q: a) Choose with reason, one (1) reserve estimation method that allows reservoir production…

A: The volume of hydrocarbons that may be economically recovered from a reservoir with existing…

Q: 1- A machine and its foundation weight 270 kN. The spring constant (for each spring) and the…

Q: In a laboratory test of a bearm loaded by end couples, the fiber at layer AB as shown are found to…

Q: Water is flowing through a venturimeter shown. The difference in pressure between Point 1 (D = 4cm)…

A: APPLYING BERNOULLI'S EQUATION IN FIRST STEP HAVING TWO UNKNOWNS V1 AND V2 THEN APPLY CONTINIUITY…

Q: ion carries the following service loads:

Q: Use the Portal Method (approximate method) of analysis to determine the reactions ONLY at support I.…

A: HB = 15kips HJ = 10kips

Q: Two small channel sections DF and EH have been welded to the uniform beam AB of weight W=3 kN to…

A: The stiff structural element illustrated is made up of two tiny channel sections DF and EH welded to…

Q: Find the moment of inertia (Ix, mm4) of the composite shape from the bottom base. Type answer in two…

Q: Using the method of sections, determine the force in members BD, BE and CE. D F 50 kN В 4 m A H E G…

Q: . Compute the midspan value of El8 for the beam shown in Fig. P-653. (Hint: Draw the M diagram by…

Q: Due to traffic accident, one of the two lanes of the EDSA is blocked at 6:00 AM. Because of the…

Q: Replace the loading by an equivalent resultant force and couple moment acting at point O. Suppose…

A: Equivalent resultant force Systems of equal force. The underlying principle is that two force…

Q: on two piers 18 m apart so that the greatest bending moinent shall be as small as possiblc. Find the…

Q: Reservoir, 8,450 ft City A 8,250 ft 5,000 ft 24 in, 5,000 ft City B 8,200 ft 18 in. 36 in

Q: Problem 19.13 Determine the shearing strength of the beam shown 3 ft from the supports using the…

Q: Solve the problems using Moment Distribution Method Draw the bending moment diagram 25 kN/m A 8 m -8…

Question

A semi-circular gate is submerged under water as shown. The base of the gate is pin supported and the top is being held by a stopper.
If the radius of the gate is 2m, solve the distance of the resultant hydrostatic force from point A along the incline.
60°
6.0m
O 78.7cm
O 46.1cm
O 80.3cm
61.4cm

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps with 3 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

The weight of the gate is 50 kN acting 1.2 m to the right of O. Determine the Hydrostatic Force.
The curved gate AB as shown in the figure is subjected to hydrostatic force. 5 m 3 m P Hinge А !15 m 15 m C 1. Determine the horizontal component of the total hydrostatic force acting on the gate. 2. Determine the vertical component of the total hydrostatic force acting on the gate. 3. Determine the magnitude of the force P applied at the top of the gate to maintain equilibrium.
R=5 m Q3) Circular-arc Tainter gate ABC pivots about point O. For the position shown, determine (a) the total hydrostatic force (ton) on the gate (per meter of width into the paper); and (b) the location of horizontal hydrostatic force only 5 m
the inclined circular (D = 4.06 m) gate shown below retains a liquid with Sg = 3.35 on one side. the vertical distance from the liquid surface to the top of the gate, h, is 2.42 m. use 39 degrees. determine the hydrostatic force (kN0 acting on the gate.
The crest gate shown consists of a cylindrical surface which AB is the base, supported by a structural frame hinged at C. it is retaining water on one side. The length of the gate perpendicular to the paper is 8.79 m. use R = 14 m. and 0 = 49 degrees. Determine the angle (in degrees, acute) of inclination of the total hydrostatic force acting on surface AB.
The crest gate shown consists of a cylindrical surface which AB is the base, supported by a structural frame hinged at C. It is retaining water on one side. The length of the gate perpendicular to the paper is 5.9 m. Use R = 6 meters, and e = 52° Determine the distance (in meters) of the vertical component of the hydrostatic force measured from the hinge at C. Round off to three decimal places. W.S. HINGED R
Determine the horizontal component of the total hydrostatic force (kN) the water exerts on the gate CD. The gate CD is 8.31 m long. a= 3.95 m D a a 30°
1. The submerged sector gate AB is one-sixth of a circle of radius 6m. The length of the gate is 10m. Determine the amount and location of the horizontal and vertical components of the total resultant force acting on the gate B 60 A
The inclined circular (D = 3.57 m.) gate shown below retains a liquid with SG = 3.64 on one side. The vertical distance from the liquid surface to the top of the gate, h, is 2.38 m. Use e = 36°. Determine the hydrostatic force (kN) acting on the gate. Round off to two decimal places.
9.81 kN/m³, A semi-circular gate AB in the figure is hinged at B. If yH,0 a. Compute the hydrostatic force on the gate. b. What horizontal force is required at A for equilibrium? c. Determine the location of hydrostatic force from the hinge B. h: 6mo 4m 1.698] P B Hinged
Determine the magnitude and location of the total hydrostatic force acting on the 2m x 4m gate shown in the figure. Ans. F= 733.16kN, 1.844m from the bottom of the tank parallel to the gate
Determine the horizontal component of the total hydrostatic force (kN) the water exerts on the gate CD. The gate CD is 6.17 m long. a= 3.66 m a C 30