Draw the deflected shape of continuous beam shown below.

Please help

Need only a handwritten solution only (not a typed one).

Use the Virtual Work method to determine the vertical component of deflection at point B of the truss shown. Note:hand written solution should be avoided.

Answer the following:

The 100 N block hits the simply supported beam at its mid span after a drop of 10mm as shown in the figure, consider flexural rigidity of the beam as 1728N-m². The dynamic deflection (in mm) at mid span is 100N W 0.6m 10mm 0.6m

Determine static indeterminacy of beam

The simply supported beam consists of a W460 × 82 structural steel wide-flange shape [E = 200 GPa; I = 370 x 106 mm4). For the loading shown, determine the beam deflection vc at point C. Assume P = 87 kN, w = 24 kN/m, LAB = LBC = 2.5 m, LCD = 2.2 m. C LAB LBC LCD Answer: vc = mm.

Hinge W B C D E Hinge 0.47 m 0.47 m 0.47 m 0.47 m 23 mm 14.7 mm A central beam BD is joined at hinges to two cantilever beams AB and DE. All beams have the cross section shown. For the loading shown, determine the largest w so that the deflection at C does not exceed 2.1 mm. Use E = 200 GPa.