A rectangular gate AB in Figure 1 is 1.2 m long and 0.8 m into the paper. Neglecting atmospheric pressure effects, compute the force, F on the gate and its center of pressure position X. 6 m1.4 mOil,SG0.828 m1.2 m40Figure 1 Solution:F= pgyAy 4 +(-(a) + _ (b)_) sin_(c)_°y = (d). mF=(e)_ KNThe line of action of FIesin'eD =+yAybh312e = --(g)--D= --(h)__m from water surface.Fill in the answer.Answer a =m (one decimal place)Answer b =m(one decimal place)Answer c =degree (zero decimal place)Answer d =(three decimal places)Answer e =KN(two decimal places)Answer f =m4(four decimal places)Answer g=degree (zero decimal place)Answer h =m(three decimal places)

Answered: A rectangular gate AB in Figure 1 is…

A rectangular gate AB in Figure 1 is 1.2 m long and 0.8 m into the paper. Neglecting atmospheric pressure effects, compute the force, F on the gate and its center of pressure position

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: A 1 m 2.5 m A swimming pool has a width of 4 m and a side profile as shown. B 8 m Determine the…

A: Given Data:A swimming pool has width=4mCD =1mAB=2.5mCB=8m

Q: 750 kN load will fall from a height of 3.2 m. Assume EI = 400 x 10^10 Nmm2 . a) What is the maximum…

Q: A rectangular plane surface is 1.8 m wide and 2.9 m deep. It lies in vertical plane in water.…

Q: Choose the correct answer The pressure gradient is e. Both d and e a. ∇*p

A: Solution: The correct option is (b) that is ∇p.

Q: . A concrete dam retaining water is show in the figure. If the specific weight of concrete is 23.5…

A: Given above figure with specific weight of concrete = 23.5 kN/m3

Q: H.W1: Determine the pressure difference between points A and B in Fig below?

A: γ=ρg=ρ×9.81γbenzene=880x9.81 =8632.8 N/m3γmercury=13600x 9.81 =133416 N/m3γkerosene=850x9.81 =8338.5…

Q: A 3-m square plate is immersed in water in a vertical position such that the two edges of the square…

Q: A circular door having a diam. of 3m closes a horizontal duct from a small diam. as shown. The…

Q: Water Table 10 Cracked Tunnel Lining S. 4. +2 Impermeable Boundary A flow net is shown for a…

Q: c. Figure 2.1 shows a rectangular plate 0.6 m wide and 1.2 m deep lying within a water body such…

Q: What is the location of the resultant force on a vertical triangular gate (1.2 m high x 1.5 wide)…

Q: If the wall in the figure below has a length d1, height d2, and thickness 0.1 d2, and has a weight…

Q: A square plate having one of its side equal to 3m is immerse in a water surface in a vertical…

A: a) I=a412=3412=6.75 m4Depth of center of pressure yp=yc+IycAh+e=h+6.75h*3*3h+0.1=h+6.759hh=7.5 mDpth…

Q: Q4:Find the hydrostatic force direction and the position of (c.p.) on the vertical rectangular gatę…

A: Hydrostatic Force: The net force acting on one side of a flat plate due to the hydrostatic pressure…

Q: A vertical rectangular gate 1.8m wide and 3.2 m high is submerged in oil (0.88) with its top edge…

A: Given: The width of the gate is 1.8 m. The height of the gate is 3.2 m. The specific gravity of the…

Q: A 3 m wide flat plate is placed vertically in a still water. If a = 2 m, b =8 m. Determine the…

A: To find force acting on gate

Q: Draw the lateral pressure distribution (active and hydrostatic) acting on the smooth wall shown in…

Q: Find the height H in terms of R shown in the figure, for which the hydrostatic force on the…

A: The hydrostatic force on the rectangular panel is equal to the hydrostatic force on the semicircle…

Q: 3. An inclined circular gate 0.6 m in diameter with water in one side is shown in fig. (2.3). find…

A: Given:- The diameter of the inclined circular gate = 0.6 m To determine:- The total resultant force…

Q: Figure Q3(c) shows a 6 cm diameter horizontal water pipe expands gradually to a 9 cm diameter pipe.…

Q: Problem 3 A force system is shown below. 280 kN 40% 30° 150 kN a. Determine the x-component of the…

Q: Find the height H in terms of R shown in the figure, for which the hydrostatic force on the…

Q: Q.1) What is the pressure at the center of pipe B? PE20 AN so cm 10 cm PROBLEM 333 Q.2) As shown, a…

Q: Determine the magnitude of the hydrostatic force, its direction and location. 1. A tank is filled…

Q: A rectangular plane, 1.2 m by 1.8 m is submerged in water and makes an angle of 30 degrees with the…

Q: Item 4a. Derive an equation for finding the location of the center of pressure of a vertically…

Q: Determine support reaction at B . Given P=100 Kn L=10 m

A: Given data : P=100 KNL=10 m E×I=Constant

Q: A circular door having a diam. of 3m closes a horizontal duct from a small diam. as shown. The…

A: Given:- The diameter of the circular door = 3 m The center of the door below the liquid surface =…

Q: Assume a linear pressure distribution over the base of the concrete (S =2.4) dam shown in figure.…

A: NOTE - Hi! Thank you for the question As per the honor code, We’ll answer the first question since…

Q: # 4] The isosceles triangle gate shown in the figure is hinged at A and weighs 1000N. What is the…

A: Force exerted by liquid resting on any adjacent body is known as hydrostatic force and the point on…

Q: The crest gate on the dam (refer to figure) forms the arc of a circle of 3m radius subtending 45° at…

Q: Q2:Calculate the value and direction and position of effect of hydrostatic force affected on the…

A: Given that .....

Q: The bottom of a 2m diameter circular gate is 12m below the water surface. It is vertically submerged…

A: Using formula for hydrostatic force and center of pressure

Q: The 600-lb, 20ft-wide rectangular gate shown is hinged at B and leans against the floor at A making…

Q: 50cm B. seawater (SG =1.03) 3 m P 45° DI

A: Weight of gate, W =200Kg =200·9.81 =1962 NWidth of gate, B =6mAngle of gate with horizontal, ∅…

Q: Determine the member force CD (kN) shown in the figure. 3 KN 2 m 45° 130 30 2 m 2 m

Q: A sliding gate 3m wide by 1.60 m high is in a vertical position. The coefficient of friction between…

Q: A 30° 2.5m Water hinge B L = 2m In the figure shown, a quarter circle gate AOB is hinged at point B.…

Q: Problem 2 Soil pressure acting on the concrete retaining wall is represented as a loading 200 lb/ft…

A: Lateral earth pressure is the pressing factor that soil applies the horizontal way. The lateral…

Q: 1) A 3-m square plate is immersed in water in a vertical position such that the two edges of the…

Q: A vat has a sloped slide, as shown in Fig. 4.27. Compute the resultant force on this side if the vat…

Q: etermine the total hydrostatic force acting on a vertical triangular gate with water on one side as…

Q: An open rectangular tank 2.2m in length contains 16m^3 of gasoling (sg=0.70) and 23m^3 of water. The…

Q: Determine the magnitude of the hydrostatic force acting on gate AB , which has a width of 2 m. Water…

A: Given data hA=3m hB=3m+2m=5m b=2m ρw=103 kg/m3

Q: A 2.8m square plate is completely immersed under water in a vertical position such that the two…

Q: Figure 2 shows a 0.8 m wide of rectangular sluice gate is hinged at point A on the wall of a…

A: We will first find centroid and calculate Force. By using formula of centre of pressure we will…

Q: +B Y A

A: Solution Assume the section where the jet leaves the tube be D and let it be the reference datum…

Q: Determine the location of the total hydrostatic force acting on the 2m x 4m gate shown in the…

A: Given:- The pressure due to air = 32 kPa The specific gravity of oil = 0.80 The specific gravity of…

Q: 6. Figure 4 shows a segment gate of semicircular cross section which is 10 ft long and 8 ft in…

A: The gates which are perpendicular to the direction of water is know as leaf gate. It can be opened…

Q: A vertical, trapezoidal gate in the face of a dike is subjected to sea water pressure (s = 1.3) on…

Question

A rectangular gate AB in Figure 1 is 1.2 m long and 0.8 m into the paper. Neglecting atmospheric pressure effects, compute the force, F on the gate and its center of pressure position X.