-5 m 155 kN B -5 m El constant E = 70 GPa 1 = 1040x10mm* -5m- D

Q: A beam is shown in the figure below, and the flexural stiffness of the beam section is constant El:…

A: As bot mention which method to used for finding deflection at point C .    Let's solve using…

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…

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: 1.5 k/ft 30 k A D В C -6 ft 4 ft- +5 ft- El = constant

A: Given:-  A simply supported beam is given with pin support at point A and roller support at point D.…

Q: Using the conjugate beam method, determine the slope and deflection at point D of the beam shown. El…

A: Given data  E = 70 GPA = 7 × 104 N/mm2 I = 2340 × 106 mm4

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

A:

Q: The maximum deflection for the cantilever-beam below is no more than 0.03m.Macaulay’s method of…

A: Step 1:

Q: Determine the Horizontal Deflection at B of Frame shown in inches unit. Use the Virtual Work Method.…

A:

Q: Beam AB is a simply supported beam shown below. Where, P = 10 kN a = 2 meter b = 4 meter El = 6 x…

A:

Q: 2. By the moment-area method or conjugate-beam method, determine the deflection at the midspan (EIA)…

A: