E 6m - A rectangular gate AB in the Figure 9 is 1.2 m long and 0.8 m Oil 4 m wide. Calculate the resultant S.G=0.82 force FR on the gate and its 8 m 1 m center of pressure position X. 1.2 m В FR 40° 커

E 6m - A rectangular gate AB in the Figure 9 is 1.2 m long and 0.8 m Oil 4 m wide. Calculate the resultant S.G=0.82 force FR on the gate and its 8 m 1 m center of pressure position X. 1.2 m В FR 40° 커

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: 2 Poi Refer in the figure below. 290 kN/m 580 kN/m q kN/m 3m- -6m- 3m If the upward pressure is 145…

Q: Refer to the previous problem. Calculate the resulting maximum positive moment (kN-m). 77.4 96.8…

A: Reaction at added support = 161.25kn Positive bending moment at added support = 96.75kn-m Applying…

Q: Figure 1: The vertical force at A is: A) 21.58 N B) 67.42 N C) 78.14 N (D) 192.19 N B 0.75 m 55⁰ A…

Q: The gate in below figure is 1 m wide, is hinged at point B, and rests against a smooth wall at point…

A: Given data Specific weight Depth of emersion Width of gate

Q: B ... 4m 2m Hinge Water 50cm 420cm 30cm A closed cylindrical drum is 30cm in diameter and 50cm high…

Q: Q1: In Figure below find the resultant pressure force and the depth of the centre of pressure on the…

A: Schematic diagram of the given problem:

Q: Problem 4. (15 pts) Where must the 2.2 kN force be applied so that the bar A whose mass is…

Q: 9. The collar has a mass of 2 kg and is attached to the light spring, which has a stiffness of 30…

Q: 30 kN 30 kN 30 kN 20 kN- 4 m -2m-2m2 m+2m- EA = constant E= 200 GPa A= 5000 mm Determine the total…

A: We have to determine the value of total displacement of joint E as per the given data in the…

Q: In the figure 9, assume clockwise moments as positive, force F= 432KN and force P =500 KN. Compute…

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: w (kN/m) L (m) If L=12m and w-18 kN/m, calculate the vertical reaction at A, kN I Select] B, kN…

Q: 0.9 m 0.9 m For the force system shown, a) Determine the magnitude and direction of the resultant. B…

A: Answer:- By the help of equations of equilibrium we can find out the resultant force…

Q: Q1: In Figure below find the resultant pressure force and the depth of the centre of pressure on the…

Q: USE THREE MOMENT EQUATION 14 kN/m 14 kN/m DA Timc C 2m 2m 1m 2m 1m 9m 1m CONSTANT EI

A: To find out the Support Reactions and Maximum deflection. Given data: P1 =14 KN/M…

Q: 1. Two identical blocks A and B are connected by a rod and rest against vertical and horizontal…

A: Given- W=15kn

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: : Compute the moment of force P = 361 KN about points A and B in thegiven figure shown, assuming 1…

Q: Example 13: Isosceles triangular gate AB in figure below is hinged at A. Compute the horizontal…

A: My dear, Specific gravity of oil is given Angle of inclination is known Density of water= 1000kg/m3.

Q: Gate AB is 8m wide. Compute the vertical component of the total hydrostatic force acting on gate AB.…

Q: 3. For the system forces shown, solve the following: (the coordinates are distance in meters from…

A: Given Forces F1 , F2 , F3 , F4 and their coordinates .. Clockwise moments = negative…

Q: Blocks D and E have a mass of 4 kg and 6 kg, respectively. If F = 80 N, determine the sag s and…

A: ξFx=0 69.81SM∅-49,81SMθ=0 SM∅=23sinθ → 1

Q: In the figure, suppose that 0 = 30°, V1 = 100 ft/s and the stream is a jet of water with an initial…

Q: y 325 N 13 12 F 45° 600 N

Q: In the figure, suppose that 0 = 30°, V1 = 100 ft/s and the stream is a jet of water with an initial…

A: ρw = 62.427lb/ft3 V1 = 100ft/s V2 = 95ft/s Q = V1 x A = 100xπ/4x(2/12)2 = 2.18166ft3/s

Q: 1. A cube 1m on an edge is filled with liquid, S=0.65 and is accelerated downward 2.45 m/s?. Find…

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: 2. The 2ft diameter log (Sg= 0.8) is 8 ft long perpendicular to the figure and dams water as shown.…

Q: Q1: In Figure below find the resultant pressure force and the depth of the centre of pressure on the…

A: Given that,Diameter of cross-section of cylindrical gate = 4 ftDia. of circular hole = 0.9 ftArea of…

Q: Q1/ Determine the resulting displacement of pin B. Assume: A1=A2= 900 mm? , E1=E2= 100 GPa , a1=a2=…

A: Given:-A1=A2=900 mm2E1=E2=100GPah=1200 mmθ=60 degreeα1=α2=12*10-6/oC△T=35oCTo find:-Displacement at…

Q: Find the velocity (V2) and pressure (P2) at point (2)

A: Given- two cross sections of pipe 1 and 2 To find- velocity and pressure at section 2.

Q: The speed of water passing through the elbow on a buried pipe is V = 8 ft/s. Assume water is ideal…

A: Linear Momentum: The product of mass and velocity of the fluid is known as the linear momentum of…

Q: Determine the vertical component of the total hydrostatic force (kN) acting on the curved surface.…

Q: 6M A 3M 24 kN/M 3M 3M A. Draw the free body diagram B. Determine support reactions B 3M 1.5M 1.75M…

A: Free body diagram is the diagram , in which we shows the various forces acting on member thus it is…

Q: 10 N 10 N 20 N E 10 N B 6.0m 4.0m D F H J L Q 8 BAYS @ 3.0 m EACH 20 N • The Vertical reaction at A…

Q: 3. A block of wood having a volume of 0.034 m'and weighing 300 N is suspended in water as shown. A…

Q: The three forces act on the pipe assembly. If F1 = 50 N and F2 = 80 N, replace this force system by…

A: Total reaction at o is = -180 - 80 + 50 = -210 (Downward) R=-210k.

Q: 5 prs D Question 3 Determine the vertical component of the total hydrostatic force (kN) acting on…

A: The vertical force will be equal to weight of volume of liquid supported over the curved surface.

Q: Oil, SG = 0.83 3 m 1 m Gate 2 m 50° B P

A: sin 50=2xx==2 cosec 50x=2.610mx is length of gatecentroid of…

Q: Gate AB in the figure below is a 5-ft wide, vertical, rectangular gate, hinged at A and restrained…

A: Given: The width of the gate is 5 ft. The water depth is 9.5 ft. Consider the figure,

Q: A fixed blade is dividing a 3" stream of water in two parts. 1/4 of the water flows downward and the…

A: Velocity:v=QA=0.5π43122=10.19fts-1Using momentum equation:dmdt=ρwQ=62.432.20.5=0.9689slugss

Q: Determine the forces in the x and y direction and the moment that must be applied at section 1 of…

A: The force acting on the pipe and nozzle assembly are a result of: Change in momentum of the flowing…

Q: RTER- LE s(1.02)

A: Fh = rho x g x A x h' Horizontal force acting on the body is equal to the force on projected Area…

Q: Determine on the the horizontal at member roller B in 0.9m and vertical components. the pin A the…

Q: Calculate the resultant of the hydrostatic forces on the gate in Figure 4a. What vertical force P is…

Q: The small collar of mass m = 0.56 kg is released from rest at A and slides down the curved rod in…

Q: Determine the smallest force P subjected at the wedge B that is required to lift the B Newton crate…

A: Given, B=465 N μ=22÷100=0.22 H=12 We need to find out P.

Q: The system in the figure is at 70°C (SG = 0.983). Determine the pressure at point C.

A: To find pressure at point

Question

E 6m
A rectangular gate AB in the
Figure 9 is 1.2 m long and 0.8 m
Oil
4 m
wide. Calculate the resultant
S.G= 0.82
force FR on the gate and its
8 m
1 m
center of pressure position X.
1.2 m
X
FR
40°

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1 Resultant force

VIEW

Step 2 C.O.P

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps

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

Questions b and c. The pressure from part a is 0.86832 Mpa
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.
Solve for support rections at A, B and C
The maximum force that holds the 4-m-width gate in Figure Q2 (b) close is 50 kN. If oil is being added steadily, determine the maximum h before the gate starts to open. SGoil = 0.86.
In the cage system below; It is under the effect of a P=250 kN load acting at an angle of θ=75° from the point C. Calculate the horizontal displacement (cm) to the right at point C. (E=2000 kN/cm2 and A=50 cm2 shall be taken for all rods.)
H.W The uniform thin pole has a weight of 50 N and a length of 26m. If it is placed against the rough wall and on the rough box in the position d= 10 m, us =0.3 at points A, B and C P= 150 N Box weight= 100N Determine the distanice x when the motion of the pole impend
A cantilever beam carries a trapezoidaldistributed load (see figure). Let wB = 2.5 kN/m,wA = 5.0 kN/m, and L = 2.5 m. The beam has amodulus E = 45GPa and a rectangular cross sectionwith width b = 200 mm and depth h = 300 mm.Use the method of superposition and Cases 1 and8 in Table H-1 to calculate the def lection and rotationat B.
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.
Isosceles triangle gate AB below is hinged at A and weighs 1500 N. What horizontal force magnitude P is required at point B for equilibrium? Take the specific weight of the water as γwater = 9810 N/m^3
Help ASAP P= 541kN determine vertical reaction at A(in kN) 3 decimals
Application of Equilibrium Solve for the value of unknown variables Given : P1 = 10KN W1 = 5 KN/m P2 = 6 KN W2 = 10 KN/m θ= 58° a.Unknowns: RAy , RBy , RBx , MB b. compute the internal shear 1.35 m to the right of support A
Determine the value of EI y at the right end of the overhanging beam. a =4.7 m, b = 2.6 m, Wo = 19.7 kN/m