The 550-kg uniform beam is subjected to the three external loads shown. Compute the reactions at the support point O. The x-y plane is vertical. Positive values are to the right, up, and counterclockwise. I 0 A 2.9 KN 1.2 m-+ 1.7 m 27 kN-m B 1.7 m 30% C 3.6 kN --x
The 550-kg uniform beam is subjected to the three external loads shown. Compute the reactions at the support point O. The x-y plane is vertical. Positive values are to the right, up, and counterclockwise. I 0 A 2.9 KN 1.2 m-+ 1.7 m 27 kN-m B 1.7 m 30% C 3.6 kN --x
Principles of Foundation Engineering (MindTap Course List)
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Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter8: Vertical Stress Increase In Soil
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Problem 8.6P: Two line loads q1 and q2 of infinite lengths are acting on top of an elastic medium, as shown in...
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Transcribed Image Text:The image shows a 550-kg uniform beam subjected to three external loads. The task is to compute the reactions at the support point O. The x-y plane is vertical, with positive values oriented to the right, upwards, and counterclockwise.
**Diagram Explanation:**
- **Beam:** The beam is horizontal, supported at point O, and extends to point C.
- **Support Point (O):** Located at the left end of the beam.
- **Loads:**
- At point A (1.2 meters from O), there is an upward force of 2.9 kN.
- At point B (2.9 meters from O), a counterclockwise moment of 27 kN·m is applied.
- At point C (4.6 meters from O), a downward force of 3.6 kN is applied at a 30° angle to the vertical.
- **Distances:**
- Distance OA = 1.2 meters
- Distance AB = 1.7 meters
- Distance BC = 1.7 meters
The goal is to determine the support reactions at point O, taking into account the given forces, moments, and distances.
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