F₁ A F₂ 1.0 m 2.0 m L₂ 4₁ A beam is supported by a pin connection at B and a roller support at D. An upwards force F-1.5 kN acts at the left end of the beam (point A) Anghtwards torce F-17.5 kN acts at the right end of the beam (point E) A uniformly distributed load sey -1.8 kN/m pushes down on the beam between points C and E. The separation between A and 8 s L-1, and the separation between C and Dis La-2m W₁ B
F₁ A F₂ 1.0 m 2.0 m L₂ 4₁ A beam is supported by a pin connection at B and a roller support at D. An upwards force F-1.5 kN acts at the left end of the beam (point A) Anghtwards torce F-17.5 kN acts at the right end of the beam (point E) A uniformly distributed load sey -1.8 kN/m pushes down on the beam between points C and E. The separation between A and 8 s L-1, and the separation between C and Dis La-2m W₁ B
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.9P
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