5 5 2 2 2 kips kips kips kips kips CD E F G B A S8 X 18.4 - 6 @ 15 in. = 90 in. %3D
5 5 2 2 2 kips kips kips kips kips CD E F G B A S8 X 18.4 - 6 @ 15 in. = 90 in. %3D
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter11: Columns
Section: Chapter Questions
Problem 11.2.15P: Repeat Problem 11.2-14 using L = 12 ft, ß = 0.25 kips/in., ßRl= 1.5ßL2, and ßR2= 2 ßR1.
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For the beam and loading shown, determine the maximum normal stress due to bending on a transverse section at C.
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