Using Virtual Work Method Find the smallest value of P acting at the FD midspan that is required in order to get a zero deflection at point B. For two steel beams EI = 400,000 kNm2  Please box your final answers

Q: A 8m 200 kn 3m B

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Q: Use any geometric method to solve the response of the beam. Determine the maximum deflection (in mm)…

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Q: Use the virtual work method to determine the maximum deflection of the beam shown

A: A beam of length 21ft is given which has support on 0ft (first end) and second support is at…

Q: Use the principle of virtual work to determine the vertical deflections of point A

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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: Q8. Determine the deflection of point B on the steel beam with 1 = 80x106 mm4 and E = 200 GPa. [Ans.…

A: Given data: I=80×106 mm4E=200 GPa

Q: A cantilever modulus E beam is having Young's 2 105 N/mm², Moment 8 x 107 mm4 and length of Inertia…

A: Given Data Cantilever beam  Length (L) = 2500 mm  Modulus of elasticity (E) = 2 × 105 N/mm2  Moment…

Q: Use the conjugate-beam method to determine the slopes and deflections at points B and C

A: Determine the slope and deflection at point B and C using Conjugate beam method.

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

A: Given:Cantilever beam with a length of 4 m.A point load of 50 kN at point C, 1 m from the fixed end…

Q: Part 2: for the frame shown below, P=20 kN and a=2 m, Assume I=20000 in and E=30,000 ksi for all…

A: Given:P = 20 kNa = 2mI = 20000 in4E = 30000 ksiRequired:Vertical deflection of E

Loads and Reactive Forces

Loads are the external influences that a beam experiences under its working conditions. For instance, a beam may be subjected to shear loads, twisting loads, bending moment, and axial loads during its working conditions. Engineers primarily deal with beams and trusses in the civil engineering domain. Due to the influence of loads, it is very crucial to determine the induced stresses and deformation values. These values give an insight into the critical area of the beam that needs to be worked upon to make it fail-safe.