e the elastic curve for the cantilevered n using the x coordinate. Specify the d maximum deflection. E = 200 GPa.

Consider the beam with properties and loadings as described in the figure and parameter table. Determine the equations for the deflection in mm: One on the interval 0 ≤ x < aL and the other on the interval aL ≤ x ≤ L. -aL- mm parameter E Beam Type L a P P value for 0 ≤ x < aL: v₁(x) = 209 W360 x 64 2.7 0.4 for aL ≤ x ≤ L: v₂(x) = (cc) + 2022 Cathy Zupke 8 BY NO SA -(1-a)L- units GPa m [-] KN B Enter an algebraic expression [more..]

Problem 2: For the beam shown, determine the maximum deflection. E=2000ksi, 1=40000 in* 60k A 10' B 20¹ C

Find the slope and deflection equations for the beam shown. Determine thevertical deflection of point C. Consider P = 120 kN, l = 5m, a = 80 cm. EI = constant. Method of Double Integration

2b

5. For the beam shown in the figure, determine the slope at A and B and the value of the maximum deflection. 150 lb 240 lb 0.3 k/ft -10 ft -8 ft- - 10 ft- E = 29,000 ksi | = 20 in

Calculate the beam deflection at point C. E = 206.8 GPa, I„ = 1.873 x 10-6 mª. Use either the double integration method or the moment area method. Show your work. 200 N 500 N 50.8 mm -------z 76.2 mm A 1 m 1 m 2 m

Find the deflection y(x) using differential equation where: The beam is embedded at x = L and a free end at x = 0. The applied load is w = w0*(1+cos(πx/L)), wo is the maximum intensity of the load.

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