| 50000 N 10 m B Prob. 5 tat point A. 30 m Determine the internal force of truss member CB. C

Q: What is the maximum moment at midspan in the following beam? Use L = 20, a = 4, b = 2, P1 = 4, P2 =…

A: Length of beam = 20 m Loading details , Here, a  =  4b  =  2  P1 = 4P2 = 2P3 = 5

Q: Determine the internal shear and moment in the beam as a function of x throughout the bean x is from…

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Q: The truss is supported by rollers at A and by a pin-joint at G. Find the force in members CD, LD,…

A: To determine the force in members CD, LD and KL of the given truss.   Given information: Dimension d…

Q: Determine the horizontal and vertical components of force at pins A and D 2m 03m 1.5 m 12AN

A: Free Body Diagram ∑V =0 2T - 12 = 0 T = 6 kN

Q: roblem # 3 12 ft- 12 ft e the Virtual Work the displacement ethod. E = 29000 ksi = 400 in^4 D 5 ft…

A: To find force in strut CD

Q: Determine the force in each member of the loaded truss. The forces are positive if in tension,…

A: The given figure is shown below:

Q: Determine the internal shear and moment in the beam as a function of x throughout the beam. x is…

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Q: Required a. The Shear and Homent Diagram of the beam ABCD. b. The Deftection at points 8&C. C. The…

A: SI=4-3=1Hence, taking RA as redundant. Note: Only 3 sub-questions shall be answered according to…

Q: Draw the shear force and Bending Moment diagrams 5 kN C В 2 m -2 m

A: Draw the free body diagram.

Q: A Beam AB is supported by a pin at A and cable BC at B. The force developed in cable BC is. 250 N…

A: Step 1

Q: 2. 4KN B 5m 3KN/m 60° D- 5m 2m

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Q: e/ Drew Shear and bending moment dygram? be KN 20KN 3 m 2m

A: Calculation of reactions -RA+RB=12×3×60+20×4+20RA+RB=190      eq 1

Q: Q.7.7 The fixed beam ABhas a hinge Cat mid span. A concentrated load Pis applied at C. Wnat is the…

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Q: Q4: Determine the normal force, shear force, and moment at point C. 4 kip/ft M kip.ft Section A:…

A: The shear force acts in a perpendicular direction to the large part (length) of the structure.…

Q: R/ For the beam showin the Pigure below, draw shear force and bending Moment diagrams M=25KN 5 50 KN…

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Q: 3. Determine the normal force, shear force, and moment in the beam at sections passing through…

A: The given beam is examined by the equation of equilibrium forces. The sum of moments about the…

Q: Draw (approximately) the moment diagram for column AGF of the portal. Assume all the members of the…

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Q: a hoist is formed by connecting bars bd and be to member abc. neglecting the weights of the members…

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Q: HW (7) / problem 4 Draw Normal force, shear force and Bending moment Diagram 15 kN A B w = 6 kN/m 4…

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Q: 3) Determine the shear and moment in the beam as a function of x, where 3m <x<5m. Ay 20kN.M KN 15…

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Q: 1.5m 145

A: Given data in question  Point loads 11 kN and 22 kN Span member length  Truss To find out  Truss…

Q: The uniform continuous beam with two equal spans I = 10m is loaded by two forces P = 10KN and P2 =…

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Q: 5. Determine the normal force, shear force, and moment at a section through point C. Take P = 8 kN.…

A: We have to find moment of section at point c.

Q: The ends of the triangular plate are subjected to three couples. Given that F1= 600 N, F2 = 255 N,…

A: Given: The value of F1 is 600 N. The value of F2 is 255 N. The angle α is 50o. The resultant couple…

Q: Determine the horizontal and vertical components of force at pins A and D. D Ans: A = 24.0 kN A, =…

A: To find reactions at support A and D

Q: 600 cm 600 12 KN 1 kN 400 3 kN 4 kN 400cm 400 300 600 cm 300

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Q: Determine the forces in members BE and CE of the loaded truss. A 3m 45° 5 kN 3m E BC=CD 3 kN 3m

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Q: lem 1. Determine the axial forces, shears, and wn 90AN 100 D bobot (a)

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Q: What is y-axis reaction at Support E (Reaction Ey) in KN?

A: For the given beam and loading, the y-axis reaction at support E has to be computed.

Q: Determine the magnitude of the resultant force acting on the bracket. F = 450 N 45° 30 60 45 F2 =…

A: force component in x…

Q: (Place the origin at point A.) Let a=3.25 m, b=4.25 m, P3 = 30KN, and Pc = 100KN. Pc Determine the…

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Q: 12 m 4 m 5 m B W2 Fig. P6.88, P6.89 6.89 The cable of length 15 m supports the forces Wi = W2 = W at…

A: From geometry resolve the length of cable in vertical and horizontal direction;

Q: 4.91 Determine the clamping force at A due to the 75-N horizontal force applied to the handle at E.

A: Take moment about D:∑ MD=0Cx95.3+Cy90-75720=0equilibrium about horizontal\∑ Fy=0Cx=0 so…

Q: Draw the shear and moment curves for each member of the frame in the Figure. 10 kN/m 2 kN/m D 20 kN…

A: Consider the diagram ∑Fx=0HA=20 kN∑Fy=0VA+VB=122+10×10VA+VB=60 kN

Q: Determine the leflection at the free end wring the Comyingate beam below 42

A: to find deflection at free end by conjugate method

Q: Deternine the internal normal force, shear force, and bending pment at point D. 18 kN/n 4n 20 kN 3n

A: To find internal forces at point D

Q: D + 7 X₁ 2m M₁ 3m M2 2m X2 P₁ P₂| 2m X

A: A loaded cantilever beam is given and it has been asked to determine shear force and moment in…

Q: Determine the internal shear and moment in the beam as a function of x throughout the beam. x is…

A: Given data:

Q: Use the portal method and determine (approximately) the reactions at A, B, C, and D of the frame.

A: Dividing the base shear failure column: B=F1+2F2+2F1+2F1+F1 F1=8/6=1.33 kips

Q: From the given cantilever truss which is supported by a hinge at A and a roller at B, determine the…

A: To find force in bar 3

Q: Test II. Draw the shear, moment, elastic curve, and axial diagram of the beam. 5m 6.6W (kN/m) 5m…

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Q: Q.4 Draw the shear force and bending moment along the beam shown ? 200 kN 2m Ro RA

A: Force in the vertical directionRA + RD = 200 KN  ......1Taking the sum of the moment about the point…

Q: Determine the force in each member of the loaded truss. The forces are positive if in tension,…

A: Step 1

Q: 1-25. Determine the normal force, shear force, and moment in the beam at sections passing through…

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Q: Determine the normal force at a section through point C. Take P = 11 kN. P 0.1 m 0.75 m 0.5 m 0.75 m…

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Q: 4 m 16 6m 4m 2m

A: First calculate the vertical reaction at A by considering the FBD of whole beam. Then the shear…

Q: Calculate the force in member BC using method of section

A: Free body diagram : Applying method of section considering right side of cut section passing through…

Q: Determine shear force at point D

A: Support reaction : Applying equilibrium condition ∑MC=0RAY×20-100×10×102+10=0RAY=750…

Q: Determine the angle θ between the force and the line OA.

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Q: Determine the force in member AB. Given: a = 2 m, F =60 KN andP = 120 KN. Note: AC is perpendicular…

A: F=60 kN P=120 kN a=2 m