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Unformatted text preview: u B ( L ) q 0 L 3 24 EI ; d B ( L ) q 0 L 4 30 EI ; q 0 x 24 LEI (4 L 3 6 L 2 x + 4 Lx 2 x 3 ) q 0 x 2 120 LEI (10 L 3 10 L 2 x + 5 Lx 2 x 3 ) ; Problem 9.3-11 A cantilever beam AB is acted upon by a uniformly distributed moment (bending moment, not torque) of intensity m per unit distance along the axis of the beam (see figure). Derive the equation of the deflection curve and then obtain formulas for the deflection d B and angle of rotation u B at the free end. ( Note : Use the second-order differential equation of the deflection curve.) B A y x m L 09Ch09.qxd 9/27/08 1:31 PM Page 715...
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This note was uploaded on 12/22/2011 for the course MEEG 310 taught by Professor Staff during the Fall '11 term at University of Delaware.
- Fall '11