For the beams shown in Figures P4-42 through P4-44, with internal hinge, determine the deflection at the

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For the beams shown in Figures P4-42 through P4-44, with internal hinge, determine the deflection at the hinge. Let E = 210 GPa and I = 2 × 10-4 m4.

Figure P4-42

P = 5 KN Hinge 2 m 2 m

Figure P4-43

P- 5 kN Hinge 2 m 2 m-

Figure P4-44

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