Use the virtual work method to determine the slope and deflection at point B of the beam shown
Q: Determine the slope and deflection at point B of the beam shown below by the moment- area method. 90…
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Q: Use the virtual work method to determine the slope and deflection at point B of the beam shown
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Q: 150 kN C B D - 5 m 5 m - El = constant E = 70 GPa I = 1000 (106) mm4 - 5 m
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Q: Use the virtual work method to de termine the deflection at point C of the beam shown.
A: Given Data:Total span L=9mE=constant=70GpaI=500×106mm4Concentrated load = 100kNMoment = 300kN-m…
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A: Solution: ∑MC=0RA×6-170×3=0RA=85 kNRD+RE=85+70=155…
Q: Use the virtual work method to determine the deflection at point C of the beam shown.
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Q: Using the virtual work method, compute the slope and deflection at the point B of the beam shown.…
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Q: use the virtual work method to determine the deflection at point C of the beam shown
A: Given :- A beam is shown with two point load of 200 kN and 100 kN Modulus of elasticity constant (E)…
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Q: Problem 2: Determine the slope and deflection of the beam at points B and C using Virtual Work…
A: The given beam is shown below:
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Q: Use the virtual work method to determine the deflection at point C of the beam shown
A: Given:- EI= constant E=29000ksi I=350 in4 To find:- deflection at point C
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Q: Use the virtual work method to determine the vertical deflection at joint B of the frame shown.
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A: Draw free body diagram of real beam
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A: Moment of inertia (I) = 832×10-6 m4Elastic modulus (E) = 200 GPa To determine = horizontal…
Q: 50 kN–m LA 4 m- El = constant E =70 GPa I = 164 (106) mm4 %3D %3D
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Q: 1. Use the virtual work method to determine the vertical deflection at joint C of the truss shown.…
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Q: Use the virtual work method to determine the vertical deflection at joint C of the frame shown
A: Given:- EI=constant E=29000ksi I=2000 in4 load = 2k/ft To find:- Vertical deflection at joint C of…
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A: Solution;
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Q: e the moment-area method to determine the slope and deflection at point D of the beam shown.
A: Step: 1 Moment of area method: - It is a method to obtain bending displacements of structures like…
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Q: Determine the slope and deflection at point B of the beam shown by the virtual work method.
A: A loaded beam is given and it has been asked to determine slope and deflection at B using virtual…
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A: Moment at A:MA=-304.54.52=-303.75KN-m\\Reaction at A:∑ Fy=0Ay-304.5=0Ay=135KnMoment equations:AB:…
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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 slope and deflection at point D of the beam.
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Q: Use the virtual work method to determine the horizontal deflection at joint H of the truss shown.…
A: Consider the free body diagram of the truss shown below.
Q: Use the virtual work method to determine the deflection at point C of the beam.
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Q: Use the virtual work method to determine the slope and deflection at point B of the beam shown.
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Q: Using the virtual work method, compute the slope and deflection at the point B of the beam shown.…
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Q: 1) Use the virtual work method to find the deflection at C and OA. 20 k 2 k/ft B 8' 4' 4'
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Q: Use the moment-area method to determine the slope and deflections at point B and C of the beam…
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Use the virtual work method to determine the slope and deflection at point B of the beam shown.
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- 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.)In the cage system below; It is under the effect of a P=250 kN load acting at an angle of θ=30° from the point C. Calculate the horizontal displacement (cm) to the right at point C. (E=2000 kN/cm² and A=50 cm² will be taken for all bars.)Questions b and c. The pressure from part a is 0.86832 Mpa
- Determine support reaction at B . Given P=100 Kn L=10 mCompute the value of EIy at 2.5 m from the left support.an open rectangular tank mounted on atruck is 8 m long and 1 m. wide. it is filled with water to a depth of 3.69 meters. if it is accelerated at 10.16 m/s^2 along its length, determine the required height (in meters) of the tank to prevent any water from spiling.
- Water enters the bottom of the cone in Fig. P3.24 at auniformly increasing average velocity V = Kt . If d is verysmall, derive an analytic formula for the water surface rise h ( t )for the condition h = 0 at t = 0. Assume incompressible fl ow.2. A rectangular tank 6m long, 2m wide and 2m deep contains water to a depth of 1m. Itis accelerated horizontally at 2.5 m/s2 in the direction of its length. Determinea) Slope of the free surfaceb) Maximum and minimum pressure intensities at bottomc) Total force due to water acting on each end of tank. Check the difference betweenthese forces by calculating the inertia force of the accelerated mass.Determine the vertical displacement of node A. Consider EA = 16x104 [kN-m]
- 3-15: The unstretched length of a spring AB is 3 m. If the block is held in the equilibrium position shown, determine the mass of the block at D.A pressure of 35 m of head of water is equal a. 34.40 kN/m² b. 343.40 kN/m² O c. 3500 kN/m² d. 3.50 kN/m²The flowrate of the flow is 0.20 + a/10 m3 /s in a pipe placed on a horizontal plane. The pipe diameters are D1= 0.30 m and D2= 0.20. Please find the force acting to the pipe by the flow. The gauge pressure at (1) is p1 =200 + b*10 kN/m2 . (g=9,81 m/s2, g=10kN/m3 ) a= 4 b=3