Problem 7: Replace the distributed loading by an equivalent resultant force, and specify its location on the beam, measured from the pin at A. 4 kN/m 2 kN/m A 3 m -3 m
Q: Question 1: (B): Replace the distributed loading by an equivalent resultant force and specify where…
A: The given figure is shown below:
Q: A simple beam AB is loaded by two segments of uniform load and two horizontal and vertical forces…
A: The free body diagram of the beam is shown below:
Q: 14.The simple beam ACB shown in the figure is subjected to a triangular load of maximum intensity…
A:
Q: A 4m propped beam carries a distributed load that varies from zero at point A and "w"kN/m at point…
A:
Q: For the beam shown below determine the maximum negative moment at point c if the dead load is 20…
A:
Q: Determine the design positive and negative moments of the beam shown. Also, determine the design…
A:
Q: Situation 2 | Beam ABCDEFG below is subjected to multiple loads as show. The total length of the…
A: We regret to inform you that as per our company policy we are required to answer only first three…
Q: An 8-meter long horizontal beam is supported to the left end by a fixed support and supported to the…
A:
Q: Problem 2: For the shown beam: a. Calculate the Equivalent Concentrated force FR for F the shown…
A: A uniform distributed load is a force delivered uniformly over the length of support. When a load is…
Q: 2. In Fig. P-226 assuming counterclockwise moments as positive, compute the moment of force F = 200…
A:
Q: 2. Draw the shear and moment diagram of the loaded beam shown in the figure. Determine the Vmax and…
A:
Q: )Calculate the location of zero shear. B) Calculate the maximum moment experienced by the beam.
A:
Q: Problem 4: A 15-meter simply supported beam is loaded with a concentrated load 120 kN located 4.5m…
A: The equilibrium condition of an object exists when Newton's first law is valid. An object is in…
Q: Determine the shear force Vin the beam at the point located 0.65 m to the left of point C. The…
A:
Q: Question I: Determine the reactions and draw the shear and bending moment diagrams for the two-span…
A:
Q: nent A horizontal beam 10 ft long has a variable load, zero at v the leftmost end while 420 lb; at…
A: Let A be the left-most end point and B be right-most end point. 3meter = 9.843 ft. Free body diagram…
Q: (a) Replace the loading acting on the beam by an equivalent resultant force FR and couple moment…
A:
Q: Determine the internal shear force in the Beam at point B L1=7 m L2=16 m W1=12 KN/m W2=4 KN/m W1…
A: Given, A cantilever beam,
Q: b) A simple gable frame for a warehouse is subjected to three different loading as shown in Figure…
A:
Q: 1. Replace the loading by an equivalent resultant force and specify where its line of action…
A:
Q: A cantilever beam 3 m long carries a distributed load that varies uniformly from 40 kN/m at support…
A:
Q: moment
A:
Q: Problem 8: Replace the loading by an equivalent resultant force and couple moment acting at point 0.…
A:
Q: Determine the resultant of the force System shown in Fig and locate it with respect to point B" 20…
A: Given- L=7m
Q: Calculate the magnitude of the shear force (kN) V at a cross-section just to the right of the 6.0 kN…
A: Solution
Q: (c). A uniformly distributed load of 2000 kg/m, 6 m long cross over a simply supported girder of…
A:
Q: A 2m propped beam carries a distributed load that varies from zero at point A and "w"kN/m at point…
A:
Q: Problem 03: Draw the shear and bending-moment diagrams for the beam and loading shown, and determine…
A: Given data Point loads Span length To find Shear force Bending moment
Q: Determine the maximum bending moment that can occur at a point 8 m from the left support of a simply…
A:
Q: 25 kN/m A B 80 kN-m 50 kN-m 6 m
A: A loaded beam is given and it has been asked to determine support reactions and to draw shear force…
Q: Replace the distributed loading with an equivalent resultant force, and specify its location on the…
A: FR = 12×F1× x + 12×F1× y = 12×3.1× 2.5 + 12×3.1× 1.6 = 6.355 kN
Q: Problem II. The beam shown has a constant El and is supported as shown. Find the following: 300 kN…
A:
Q: A C E a b From the given beam in the figure, using a uniform live load of 17 kN/m and a concentrated…
A:
Q: Assume F = 770 lb Determine the normal force acting at a section passing through point D.…
A: Determine the normal force acting at a section passing through point D. Determine the shear force…
Q: he maximum negative shear (kN, include sign) at C by influence lines. Use a = 3 m., b = 1 m., and c…
A: Draw the influence line diagram for shear at C as shown :FInd ordinates…
Q: Question 2: For the beam shown below determine the maximum negative moment at point c if the dead…
A:
Q: A beam with span of 12 m has overhanging portions at both ends and is loaded with a uniform…
A:
Q: PROBLEM 2: Draw the shear and bending moment diagrams for the beam shown. a. Determine the maximum…
A:
Q: Situation 1 The 70 m tall tower is supported by three cables that exert on it. The magnitude of each…
A:
Q: 2. In Fig. P-226 assuming counterclockwise moments as positive, compute the moment of force F = 200…
A: Given data, F = 200 kg P = 165 kg To find out the moment of force about point A, B, C, D.
Q: Replace the loading (Figure 1) by an equivalent resultant force and couple moment at point O.…
A: When looking at the geometric representation, the components of a force can be seen as horizontal…
Q: . Draw the shear and moment diagram of the loaded beam shown in the figure. Determine the Vmax and…
A:
Q: 12 kN/m Draw the shear and bending-moment diagrams for the beam and loading shown and determine the…
A:
Q: A simply supported beam of span 2.5 m is subjected to a uniformly distributed load and a clockwise…
A:
Q: Consider the moving loads shown in the figure. 8 kN 32 kN 24 kN 3 m 6 m. 20 m 1. Which of the…
A:
Q: Determine the magnitude of F so that the resultantcouple moment is 12 kN ⋅ m, counterclockwise.…
A: FBD of the given problem: Note: Negative F representing here that force is compressive in nature.…
Q: A 4m propped beam carries a distributed load that varies from zero at point A and "w"kN/m at point…
A:
Q: X N/m В В m Am 17. What is the total resultant vertical load in the beam AB? (N) 18. At what…
A:
Q: F, B C D A -3 m- 2 m 1 m 2.
A: Given:- To find:- a Equations of shear and bendind momentb Draw shear and bending moment curvesc…
Trending now
This is a popular solution!
Step by step
Solved in 2 steps with 2 images
- ) Determine the moment gradient modifier of a 12 m simply supported beam having auniformly distributed load W.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.)With the help of a free body diagram, Replace the loading by an equivalent resultant force and couple moment acting at point O. Suppose that w=40lb/ft . Determine the couple moment.
- 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.For the frame and loadings shown P=2240 KN, and F=1120 magnitude of verticalreaction at E magnitude of verticalreaction at A magnitude of verticalreaction at CReplace the distributed loading by an equivalent resultant force and specify where its line of action intersects a vertical line along member BC, measured from C.
- The 426-kg uniform beam is subjected to the three external loads shown. Compute the vertical reaction (N) at the support point O if P = 4189 N, Q = 3243 N, T = 40187 Nm, x = 1.02 m, y = 1.43 m, and z = 1.56 m and the system is in equilibrium.Positive values are to the right, up, and counterclockwise. Round off only on the final answer expressed in 3 decimal places.A simply supported beam carries a concentrated load of 31 kN at 7 meters from the left support (1 meters from the right support). Use EI = 80,000 kN-m2. Solve for the slope at the left support in degrees.An elevated water tank weighs 3000kN when filled with water, the centroid of the mass being at a height of 9 meters from ground. The horizontal spring factor for the tank tower is 15 kN/mm. Determine the shear force generated at the base of the water tank tower by horizontal seismic inertia force. Assume the ground motion has a period of 2.0 sec and maximum acceleration of 0.15g
- Draw the bending moment diagram of the system under the influence of external loads below. Calculate the vertical displacement value at the intersection of the horizontal beam and vertical column member? (EI= 50000kNm2)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 ADetermine the forces at point B and Point C. Suppose that P = 430 N .