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Shear

II. Shear Theory Cut 140 300 >1405 mm a. Derive the shear(Vtheo at the cut due to P applied at a distance x. Consider two cases - left FBD and right FBD. Substitute b. Show appropriate free body diagrams (FBDs) lef FBD & Rigth FBD c. Determine the variation of the shear moment (both magnitude and sign) when a load P is applied on the beam. The magnitude of P is varied. Example of different P values to try (0.981981 Ν: 1.472481 N; 1.976715 N; 2.477025 N; 2.958696 N; 3.452139 N; 3.948525 N; 4.459626 N)

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