3. Set up necessary equations to solve for the beam reactions. Due to poor construction, roller support B settles by 12 mm. If E=200 GPa and l=80(10)6 mm4 24KN/m C 4m 4m
3. Set up necessary equations to solve for the beam reactions. Due to poor construction, roller support B settles by 12 mm. If E=200 GPa and l=80(10)6 mm4 24KN/m C 4m 4m
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter5: Stresses In Beams (basic Topics)
Section: Chapter Questions
Problem 5.13.4P: A rectangular beam with semicircular notches, as shown in part b of the figure, has dimensions h =...
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