J K L 20 kN 4 m E F G H 40 kN . 4 m A В C D 4 m 5 m - 4 m I I I I Area 24 (10-3) m? 16 (10-3) m² 16 (10-3) m² 24 (10-3) m² Probs. 7–45/46
J K L 20 kN 4 m E F G H 40 kN . 4 m A В C D 4 m 5 m - 4 m I I I I Area 24 (10-3) m? 16 (10-3) m² 16 (10-3) m² 24 (10-3) m² Probs. 7–45/46
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 5.8.1P: The shear stresses t in a rectangular beam arc given by Eq. (5-43): in which Fis the shear force, /...
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Draw the moment diagram for girder IJKL of the building frame. Use the cantilever method of analysis. Each column has the cross-sectional area indicated.
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