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Using a finite summation compute the initial deflection at


Question: 1. Using a finite summation, compute the initial deflection at midspan for the beam in Figure P8.42. Given: E = 3000 kips/in.2. Use 3-ft segments. Assume I = 0.5IG

2191_8.42.png

2. Using a finite summation, compute the initial deflection at point C for the tapered beam in Figure P8.43. E = 24 GPa. Base your analysis on the properties of 0.5IG

1040_8.43.png

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Mechanical Engineering: Using a finite summation compute the initial deflection at
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