В A C 120 kN E= 200 GPa A = 1200 mm? D 10m 10m 5m

Q: 6 kN 6 kN B D. 1,5 m 1,5 m 1,5 m

A: Find the reaction of the beam:

Q: In the truss shown below, determine the vertical displacement at point F. Cross- sectional area of…

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Q: Determine the slope at point C of the beam in Figure Q2. Assume the material's modulus of elasticity…

A: Force in the vertical directionRA + RB = 20 KN         ....1Taking the sum of moment at the point…

Q: 9 kN 4.5 kN/m E= 120 GPa 90 mm 20 mm A В 40 mm 30 mm 1m 1m-

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Q: Determine the moment of inertia of the figure with respect to the horizontal centroidal axis. 06 6.2…

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Q: Problem 3 For the beam shown in the figure, a) Derive the equation of the elastic curve. b) Compute…

A: Given data  2.7 KNm = 2700 Nm Find elastic curve equation, slope at point-B and deflection at…

Q: PROBLEM 1: Determine the deflection at point C. EI is constant. A L 3 21 B E = constant 21 3 P C

A: Given A non prismatic beam  Required Deflection at C using virtual work method

Q: 4000 lb 1600 Ib/ft A C 7 ft- 3 ft-

A: When Simply supported beam is subjected to loading then they show some deflection that deflection we…

Q: A simply-supported beam, 9 m in length, is subjected to a uniform load of 20 kN/m applied at the…

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Q: Determine the smallest cross sectional area A required for the members of the truss shown in Fig.…

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Q: Q1: For the truss shown below, determine the vertical deflection of point D due to temperature rise…

A: Joint D: Apply unit load in a downward direction at D point:

Q: F 2.5m 200 t N/m 2m 300 N 1.5m | 250 mm F 100 mm 30 mm | 1.5m| 2m 50 mm 250 N/m E = 18 GPa

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Q: 0. For the truss shown below, determine the vertical deflection at point B (AB) and the horizontal…

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Q: Solve the problem by the moment-area method. The beam has constant flexural rigidity EI. A…

A: Given Data:P1=14kNP2=7kNL=2.3mE=200 GpaI=19.6×106mm4To Calculate deflection at B and C by using…

Q: Compute the value of P and distance X so that the bar A will remain horizontal after the application…

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Q: Using Betti's theorem determine the elongation of the bar 10mm in diameter and I m long subjected to…

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Q: Use the conjugate-beam method tó determine the deflection and slope at point C. E=200 GPa, I=…

A: Draw the free body diagram. Taking moment at A, ∑MA=0By3-126=0By=24 kN

Q: For the figure shown below, find the deflection at the point (B) and (C)? |= Constant. 100 kN A 2m D

A: Given,  P = 100 kN

Q: 3. Determine the slope and deflection at point B of the beam shown using the Area- Moment Method.…

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Q: Compute for the vertical deflection of Joint D produced by the 30-kip load in the figure. For all…

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Q: The beam is subjected to the linearly varying distributed load at segment AB and a uniformly…

A: The double integration method is solving the deflection and slope of a beam at any point. where x…

Q: For the frame shown below, by any method, determine the horizontal deflection at C. El=constant. 20…

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Q: Q3. Find the vertical deflection of joint (b), if the modulus of elasticity (E = 30*10 kN/cm), area…

A: Given  At joint e 10KN  and at joint d 5KN  Vertical deflection at b are to be found.  By using P…

Q: B 3 m

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Q: Solve all support reactions in the given beam using double integration method. Also, determine the…

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Q: 180 lb/ft 1350 lb-ft A + 9 ft ++ 9 ft →+ 9 ft 9 ft

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Q: QUESTION 2) The weightless rigid AF rod is pin connected at point A to the wall and by two elastic…

A: ΣFH = 035FBC = HAΣMA = 045FBC×L+FDE×2L = P×3L45FBC+2FDE = 3PΣFV = 0VA+45FBC+FDE = P

Q: Determine the distancey to the centroid for the beam's cross-sectional area; then determine the…

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Q: 3 KN/m 20 kN B 10 m El = constant E= 200 GPa I = 400(106) mm+ D 10 m- Determine the horizontal…

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Q: .Determine horizontal displacement and rotation at D. The frame members have a 0.1m/0.1m (A=0.01 m?)…

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Q: For the beam loaded as shown, derive the equation of the following: 1. elastic curve 2. slope 3.…

A: Beam with the fixed end at one end and free at either end is termed as the cantilever beam, the…

Q: Method of Superposition 1. Estimate the deflection at point C and the rotation at point B. EI is…

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Q: 1. Use Castigliano's second theorem to determine the horizontal and vertical componen of the…

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Q: Determine the value of the deflection at C in mm. Answer in 2 decimals

A: Start the boundary at C:Transorm the Beam as shown:Moment equation:Mx=-2x22+2x-422Mx=-x2+x-42

Q: Determine the vertical displacement at joint A, if members AB and BC experience a temperature…

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Q: Determine the horizontal and vertical deflection at point C for the frame shown below. El is…

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Q: If the vertical component of the force F applied to the ring is 10 lb, determine the magnitude F and…

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Q: In figure shown, determine the angle of tilt 8 so that the contact force at A will be twice that at…

A: According to the condition that cylinder is smooth so all the weight of cylinder will be balanced by…

Q: Determine the horizontal and vertical deflection of joint C of the truss in the given figure. In…

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Q: Problem 2: Use Conjugate beam, Calculate the slope and deflection at point D. 120 kN B 7 m 5 m El =…

A: In conjugate beam method, a bending moment of the given beam is calculated. This bending moment…

Q: 3. Determine the maximum deflection of the beam loaded as shown. Let Mo = 75 kN.m and L = 3 m. El is…

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Q: Question 2: Use Castigliano's second theorem to determine the vertical and the horizontal components…

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Q: Compute the deflection at C using double integration method. Assume EI to be constant, E = 200GPa, I…

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Q: 2. USE CONJUGATE BEAM METHOD. For the beam shown, determine the following: a. Slope at point A in…

A: Given data:

Q: 3. Determine the vertical deflection at joint c of the frame shown. 0.4 k/ft 15 ft El = constant E =…

A: A loaded frame has been given and it has been asked to calculate deflection at free end c using…

Q: B The cross-sectional area of members AB, BC and CD equals 500 mm?. The cross-sectional area of all…

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Q: 2. A beam is subjected to the following loading. Solve for the deflection at A and C. 20 kN 15 kN/m…

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Q: Q.4 Determine the moment of inertia about the x-axis. 1 cm H y 1 cm

A: Given :

Q: Determine the vertical deflection at the free 50 KN/m end and the slope at the left support of the…

A: The given data is: I=30,000 cm4 E=200 GPa The FBD of the section is shown below:

Q: B 5 m -5 m- El = constant E = 70 GPa I = 1,030 (106) mm4 Determine the horizontal deflection of C in…

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