1. For the beams shown in figures, with internal hinge, determine the deflection at the hinge. Let E =210 GPa and 1 = 2 * 104 m4. Hinge 2 m P = 5 kN 2 m- | 2 m Hinge- A + 20 kN/m 1m-1 m-
1. For the beams shown in figures, with internal hinge, determine the deflection at the hinge. Let E =210 GPa and 1 = 2 * 104 m4. Hinge 2 m P = 5 kN 2 m- | 2 m Hinge- A + 20 kN/m 1m-1 m-
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter9: Deflections Of Beams
Section: Chapter Questions
Problem 9.6.10P: -10 The simple beam AB shown in the figure supports two equal concentrated loads P: one acting...
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