The deflection y, in a simple supported beam with a uniform load q and a tensile load T is given by dx2 El 2EI Wher...

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The deflection y, in a simple supported beam with a uniform load q and a tensile load T is given by dx2 El 2EI Where x location along the beam, in meter T-Applied Tension E-Youngs Modulus of elasticity of the beam 1= Second moment of inertia of the beam Applied uniform loading (N/m), L- length of the beam in meter Given that T-32 kN, q = 945.7 kN/m, L = 2.0 meter, E = 206 GPa and 1 4.99 x 10-5 m. Approximate the derivatives by central divided different approximation use a step ofx = 0.5 meter. Find the deflection of the beam at: x = 1 .0 meter x= 1.5 meter ii) Then calculate the relative true error for each deflection determined in (i) and (i) if the analytical solution is y=12E1-24E1 24E1

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omSelahanに- a E 1 2 41 → L( sin9 equation (1): -945구 6 12 -0.03 (1) t 1-55 4-12 1 x 10 3 12 ← 0.03x1.5, to u 6.6mm

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The deflection y, in a simple supported beam with a uniform load q and a tensile load T is given by dx2 El 2EI Wher...

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The deflection y, in a simple supported beam with a uniform load q and a tensile load T is given by dx2 El 2EI Wher...

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Add Answer to: The deflection y, in a simple supported beam with a uniform load q and a tensile load T is given by dx2 El 2EI Wher...

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The deflection y, in a simple supported beam with a uniform load q and a tensile load T is given by dx2 El 2EI Wher...