250 kN/m 150 kN/m B 5.5 m 4.5 m 150 kN/m A Replace the loading by an equivalent resultant force and specify where its line of action intersects member BC, measured from C.
Q: 10+B kN 12 kN/m 4+E kN/m 3+A kNm А B 1 2+C 2 A+3 1+D Determine the reactions at A, B, C, and D.
A: Consider the section CD,
Q: 10+B kN 12 kN/m 4+E kN/m 3+A kNm D A 2+C 2 A+3 1+D Determine the reactions at A, B, C, and D.
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Q: 4 kN 5.657 m 4 KN 4 kN 4 m 4 m 5 kN 6 kN From the figure, solve for the force in member CF O 10.242…
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Q: From the given beam: Determine the vertical reaction Ey at point E 12 kN 4 kN/m 2 kN/m 16 kN-m 8…
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Q: 3.) DETERMINE THE MAGNITUDE OF FORCE F SO THAT THE RESULTANT FR OF THE THREE FORCES IS AS SMALL AS…
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Q: C) With respect to point A. Determine the Moment of the force system showed in Figure 2. 250 kN 1000…
A: answer = 375 KN-m explanation is given in below step
Q: Problem 2: 503 N 203 N Solve for the reactions at Ay, Ax and By. 109 15° 2 m
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Q: 1. Determine the maximum shear 2. Determine the maximum moment. Problem For the figure as shown…
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Q: F1 = 4 kN F2 = 3 kN F3 = 2 kN a = 3 m b = 5 m c = 4 m theta = 33 degrees a.) Find the…
A: Data Given: F1 = 4 kNF2 = 3 kNF3 = 2 kNa = 3 mb = 5 mc = 4 m θ = 33° Asked: a.) Find the distance…
Q: S= 60 KN T= 120 KN 4 45° 7 3 P=75 KN
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Q: O Replace the distributed loading by an equivalent resultant force and specify where its line of…
A: Need to find out resultant force and distance from C
Q: three concurrent forces P, Q and F have a resultant of 5 lb directed forward and up to the right at…
A: Given: The magnitude of the resultant force is 5 lb. The angle of the resultant about the x-axis is…
Q: 3: Determine the magnitude of the Maximum shear force in the beam Vmax = 7.5 kNO Vmax = 50 kNO Vmax…
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Q: 3. Treating the force at B as an upward load B, determine its value using superposition. E= 200 GPa…
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Q: Solve the axial forces of the members indicated in the box below 50 KN 75 KN 25 KN 3.00 m 3.00 m…
A: To find force in member AE,BC,CE,FG
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: Determine the Vertical Reactions at A and B, (Av, Rb) 50 kN/m 50 kN/m "A – 4.5 m- 4.5 m-
A: This is a case of propped cantilever where one end is fixed and other end is propped.
Q: 5 m 2 kN 3m 4 kN 3 kN 1 m 1 m 3m- B 4 kN 2 m 5 KN -3 m 2 m
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Q: 1. Replace the loading by an equivalent resultant force and specify where its line of action…
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Q: From the given beam: Calculate the vertical reaction at point B. Use 2 decimal places. |10 kn 2 kn/m…
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Q: What will be the value of the shear force at the fixed end A, at free end B and at point C for the…
A: Given data Cantilever beam UDL Point load Span length
Q: (b) The maximum force that holds the 4-m-width gate in Figure (2 (b) close is 50 kN. If oil is being…
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Q: ellate the magnitude, directio and location of the resultant force of the water on the pir bend
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Q: Determine the slope at A and vertical displacement at B 10 kN/m B 3 m 4 m A - 4 m Resultant reaction…
A: As a result of vertical displacement, uplift and subsidence occur as the result of moving land…
Q: A 1.4 m D 1. Om E F 1.0 m 1.0 m P.
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Q: calculate the resultant distributed loading and the supports reactions for the following beam 1/2 w…
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Q: R Determine the axial force and moments at the top and bottom of the column below, 1.7P WDL =34 kN/m…
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Q: Determine the Resultant Force, its magnitude and direction of the given co-planar, concurrent forces…
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Q: p=57 Calculate the greatest positive torque at point (C) on the bridge shown below that results from…
A: Consider the free body diagram of the given girder of the bridge and series of moving concentrated…
Q: QUESTION 4: Determine the reactions at A and B for the beam with an overhang and a distributed load.…
A: To Find:- Support reactions at A & B NOTE:- It seems answer given is not 100% correct. As sum…
Q: 9 kN/m 6 kN/m 3 kN/m A B 1.5 m 3 m 1.5 m
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Q: 500 Ibs J000 Ibs 4 3 10' 10' Determine the magnitude and direction of the resultant of the force in…
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Q: Q-5 The dam in Fig. is a quarter circle 50 m wide into the paper. Determine the horizontal and…
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Q: 14. Compute for the horizontal reaction at A if W = 24 kN. a. 45.72 kN b. 37.42 kN C. 35.33 kN d.…
A: W = 24KN
Q: Assume that Mo = 4.65 kN-m and L= 5.60 m. Determine the reaction at support B. Assume that El is…
A: Given beam is a propped cantilever Divide the loading individually, as below Since the degree of…
Q: 4. Calculate the support reactions and plot the internal force diagrams for the following multi-span…
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Q: Determine the magnitude of the resultant forceand its direction θ measured counterclockwise from…
A: Components of force F1 can be calculated as: The components of force F2 can be calculated as: The…
Q: 3. Calculate the horizontal reaction at the hinge. a. 680.48 kN b. 677.29 kN c. 640.59 kN d. 659.24…
A: ##Solution of given problem of hydrostatic force on a submerged gate ##
Q: 150. kN.m 25. kN/m C B 1m lm 4m
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Q: 2 The dam in Fig. P2.92 is a quarter circle 50 m wide Into the paper. Determine the horizontal and…
A: The horizontal component of force may be projected on to a vertical plane, it calculated as below,…
Q: Q7. A rectangular beam 20 cm wide is subjected to a maximum shearing force of 10, 000 kg, the…
A: given- 20 cm widthmaximum shear force=10,000 kgmaximum shearing stress=30 kg/cm2Depth of the beam is…
Q: 2. From the shown shear diagram below, solve for the following: a. Largest concentrated load (not…
A: Shear force diagram of a beam is given. First we will find laods and draw actual loading daigram.
Q: A closed horizontal cylindrical tank 1.5 m in diameter and 4 m long is completely filled with…
A: Find the total force acting at the front wall.
Q: Problem #4 X N/m B В m Am 17. What is the total resultant vertical load in the beam AB? (N) 18. At…
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Q: Refer to the figure shown. Draw shear and moment diagram and determine: 180 N 6 m 1 m Vertical…
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Q: Problem #5 YN 10+A m A 30° Bm 17. What is the vertical component of the concentrated load in the…
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Q: A) By means of the transfomations of a couple, replace the force system shown in Figure 3, by a…
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Q: A uniform bar AB is resting in a horizontal position on smooth inclines as shown below. Determine…
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Q: A 0.25-kg hollow square thin plate is pin-connected to a wall with an outer side length of c = 15 cm…
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- The shear capacity V if a steel wide flange section, 600 mm deep whose web is 9 mm thick, is closest to: Assume fy = 200 MPa. Take FV = 0.4 Fy a. 645 kN b. 413 kN c. 507 kN d. 432 kNThe towline exerts a force of P = 6 kN at the end ofthe 8-m-long crane boom. If θ = 30°, determine theplacement x of the hook at B so that this force creates amaximum moment about point O. What is this moment?The 300N block rests upon a level plane for which the fk is 0.20. A force P = 100N, directed at 30° from the horizontal pulls the block and moves 80m starting from rest. If the 100N force is then removed, how much further will it travel?
- If F = 5 kN and θ = 30°, determine the magnitude ofthe resultant force and its direction, measured counterclockwisefrom the positive x axis.In that free body diagram, where that 6 Kn for left and right sides come?Determine the magnitude and resultant and the direction of the resultant along the common line of action of the given forces. F1 = 1200N to the leftF2 = 1000N to the rightF3 = 2000N to the rightF4 = 2400N to the left
- A simply-supported beam, 9 m in length, pin at A and roller at B, is subjected to a uniform load of 20 kN/m applied at the beam's middle third. Determine the slope of B wrt A, slope of A wrt B, tangential deviation of A wrt B, and the tangential deviation of B wrt to A. 3For the beam and loading shown below (L = 2.4 m, E = 200 GPa, I = 1000 mm4 and w = 30 kN/m), find (a) TThe slope at point D.(b) The reaction force at end AAn unbalanced vertical force of 60lb upward accelerates 1.55ft3 of water. If the water is 3ft deep in a cylindrical tank, which of the following most nearly gives the force acting on the bottom of the tank?
- Two parallel plates are separated by a 0.22 mm space filled with a fluid (sp gravity = 0.964) of kinematic viscosity 5.6 × 104 m /. The lower plate is stationary, and the upper plate having a 2x2 m2 area moves at a velocity of 6.6 m/sec. Estimate the shear force on the underside of the upper plate.Determine the magnitude of F so that the resultant couple moment acting on the beam is 1.5 kN.m clockwise ?The tensions of the ropes used in pulling a boat along a river by 2 carabaowhich are on opposite side and walking parallel to the river bank are 400Nand 360N. The angle between the ropes is 600. Find the resultant of thepulling force on the boat. Also, determine the angle that separates eachof the rope from the boat.