6 kN/m 2 kN/m 4 kN/m A ]B 4 m 6 m Fig (2) Calculate the reactions at A and B for the beam subjected to the two linearly varying distribution loads, shown in Fig (2).
6 kN/m 2 kN/m 4 kN/m A ]B 4 m 6 m Fig (2) Calculate the reactions at A and B for the beam subjected to the two linearly varying distribution loads, shown in Fig (2).
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 9.2.3P: -3 The deflection curve for a simple beam AB (see figure) is given by v=q0x360LEI(7L410L2x2+3x4)...
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