Determine the slope and deflection at point B of the beam shown below by the moment- area method. 90 kN 5 m El = constant E = 200 GPa I = 800 (106) mm4 %3D %3D

Q: 100 kN 300 kN–m A B 3 m 6 m 21 I E = constant = 70 GPa %3D I = 500 (106) mm %3D

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Q: Determine the slope and deflection at point B of the beam shown below by the moment- area method. 90…

A: Young’s modulus of the given beam is E=200 GPa. The moment of inertia of the given beam is I=800×106…

Q: Determine the slope and deflection at point B of the beam shown by the conjugate beam method.

A: IN CONJUGATE BEAM METHOD FREE END BECOME FIXED END: DRAW BENDING MOMENT DIAGRAM: FOR PORTION…

Q: 30 kN/m B C 6 m A -4.5 m- El = constant E = 200 GPa I = 800(10)mm4 %3D %3D Determine the vertical…

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Q: 37 kN/m Hinge 155 kN C A B 5 m- -2.5 m- -2.5 m- El = constant E = 200 GPa I = 146 x 106 mm4 %3D

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Q: Use the virtual work method to determine the vertical deflection at joint C of the frame shown.

A: In virtual work method, we assume a unit load at the point where displacement has to be calculated.…

Q: 2. Use the virtual work method to determine the horizontal and vertical components of the deflection…

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Q: Given a cantilever beam of length 2.3m. The left support “A” is fixed while the right end "B" is…

A: Given  Length of beam= 2.3 m  Support A is fixed  B is free

Q: Problem 7.60 Use Castigliano's second theorem to determine the deflection at point C of the beam…

A: To find  Deflection at C

Q: 1. By using Conjugate Beam Method, Determine the deflection at the midspan of the beamshown.

A: Conjugate beam: The conjugate beam is described as an imaginary beam with the same dimensions…

Q: 180 kN 15 kN/m B D -5 m- -5 m- -4 m- El = constant E = 70 GPa I = 2,340 (106) mmª %3D

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Q: 4.) Use the virtual work method to determine the vertical deflection at joint C of the truss shown.…

A: Solution

Q: 4. Use the virtual work method to determine the slopes and deflections at points B and D of the beam…

A: Let us determine the Deflection at point B and D by virtual work method in the upcoming steps.

Q: 2. Use the virtual work method to determine the horizontal and vertical components of the deflection…

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Q: 2. By using Conjugate Beam Method, Determine the deflection at the free end of the beam shown 180 kN…

A: Given:-

Q: Determine the slope and deflection of point B of the beam shown by the direct integration method. 6…

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Q: USE THE VIRTUAL WORK METHOD TO DETERMINE THE HORIZONTAL AND VERTICAL COMPONENTS OF THE DEFLECTION AT…

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Q: B A 1. C

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Q: find the value of max rotation and max deflection.

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Q: 90 kN b. 5 m El = constant E = 200 GPa = 800 (106) mm4 %3D

A: Direct integration method: Direct integral method is a type of structural method used to calculate…

Q: 8.52 kN A C B 3.5 m -3.5 m

A: Consider the following bending moment diagram/ EI : Bending moment at B = 0 Bending moment at C = 0…

Q: 4. By using Double Integration Method, Determine the deflection 3m to the left of roller support. 30…

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Q: 4000 mm 150 kN D 4000 mm 3 m 2600 mm B 4000 mm 225 k 3 m- 3 m unu 007

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Q: Use the conjugate-beam method to determine the slope and deflection at point c of the beams shown in…

A: an imaginary beam for which the load diagram is the M/EI diagram is called the conjugate beam . the…

Q: Use the conjugate-beam method to determine the slope and deflection at point D of the beam shown.

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Q: Determine the horizontal deflection at joint D of the truss shown in the figure by using the virtual…

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Q: Calculate the deflection at the left of the midpoint using the conjugate beam method. Мо L, EI L, EI…

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Q: 50 kN–m LA 4 m- El = constant E =70 GPa I = 164 (106) mm4 %3D %3D

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Q: Determine the slope and deflection at point B of the cantilever beam shown in Fig. 6.3(a) by the…

A: consider X from B

Q: Use the moment-area method to determine the slopes and deflections at points B and C of the beam…

A: Solution;

Q: By area-moment method, determine the slope and deflection at A of the cantilevered beam. E= 20x10^3…

A: Givin Data:E=20×103ksi and I=25 in4To determine slope and deflection at A⇒θA&∆A

Q: Determine

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Q: -6 ft- 60 k-ft B 12 ft El = constant E = 10,000 ksi I = 800 in.4 %3D %3D

A: given beam:-

Q: For the truss shown below, determine the horizontal deflection of joint B by using the virtual work…

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Q: Determine the slope and deflection at point B of the beam shown by using double integration method.…

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Q: 5m 180 KN -5m 15 kN/m 4m

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Q: 50 kN-m -4 m El = constant E = 70 GPa | = 164 (106) mm

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Q: Determine the deflection at point B of the beam shown using Castigliano's Theorem Method. (You can…

A: I am answering the first one as instructed by bartleby guidelines.

Q: 2. Use the virtual work method to determine the horizontal deflections at joint C of the frame…

A: Given data:

Q: Determine the slope and deflection at point A of the beam shown by the moment-area method. B El =…

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Q: 3. Use the moment-area method to determined the slopes and deflections at points Band C of the beam…

A: SLOPE AT B : AREA OF M/EI DIAGRAM BETWEEN A AND B SLOPE AT C: AREA OF M/EI DIAGRAM BETWEEN A AND C…

Q: Use the virtual work method to determine the vertical deflection at joint C the frame shown (you can…

A: Draw free body diagram

Q: 15 ft (3 in.²) D (4 in.²) (3 in.²) (4 in.2) 20 ft- (3 in.2) E B 25 k (4 in.²) (4 in.²) -20 ft- C 25…

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Q: Use the virtual work method & Castigliano's theorem to determine the horizontal deflection at joint…

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Q: Determine the slope and deflection at point B of the beam shown by the direct integration method.

A: direct integration method is also known as Macaulay's integration method   M is moment equation E-…

Q: Determine the slope and deflection at point B of the beam shown below using the double integration…

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Q: Determine the horizontal deflection at joint E of the truss shown due to a temperature increase of…

A: Given data,  Member BC is 18 mm too long and member CE is 15 mm too short.

Q: Use the moment-area method to de- termine the slopes and deflections at points B and C of the beam…

A: We have to find slope of deflection at point B and C by using moment area method.

Q: 2-Determine the slope and deflection at point B of the beam shown by the direct integration method…

A: Consider Section Between AB Mx=0-50-Mx=0Mx=-50 kN-m

Q: Use the moment-area method to determine the slope and deflections at point B and C of the beam…

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