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Slide 1 Assignment 3
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Slide 2 PROBLEM 1 Calculate the maximum deflection in a beam clamped at the both ends as shown in Figure below where the thickness of the beam in the direction perpendicular to the page surface is 10 mm. A beam clamped at the both ends and subjected to a concentrated force of 100N at the centre of the span. Material: mild steel having Young’s modulus E =210 GPa and Poisson’s ratio ν=0.3.
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Slide 3 PROBLEM 2 Calculate the maximum deflection in a beam simply supported at the both ends as shown in Figure below where the thickness of the beam in the direction perpendicular to the page surface is 10 mm. A beam simply supported at the both ends and subjected to a concentrated force of 100N at the centre of the span. Material: mild steel having Young’s modulus E =210 GPa and Poisson’s ratio ν=0.3.
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