2 in. Ist 8 in. ←4 in.- B A C 12 in.. J - 6 in. 4 in.. = 60 lb E P F Fig. P6.81 and P6.82 6.82 Determine the components of all forces acting on member ABCD when 0 = 90°.
2 in. Ist 8 in. ←4 in.- B A C 12 in.. J - 6 in. 4 in.. = 60 lb E P F Fig. P6.81 and P6.82 6.82 Determine the components of all forces acting on member ABCD when 0 = 90°.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:**Problem 6.82**
Determine the components of all forces acting on member \( ABCD \) when \( \theta = 90^\circ \).
**Figure Details:**
The figure demonstrates a rigid member \( ABCDEF \), pivoted at point \( A \). The member consists of several aligned segments:
- A vertical segment \( AB \), measuring 8 inches, attached to a horizontal wall.
- A horizontal segment \( BC \), measuring 4 inches.
- A diagonal segment \( CD \), measuring 12 inches.
- A horizontal segment \( DE \), measuring 4 inches.
- A vertical segment \( EF \), measuring 2 inches.
The system experiences a 60 lb force acting at point \( F \), directed at an angle \( \theta \).
**Geometric Details:**
- \( \theta \) is defined as 90 degrees.
- Points are labeled sequentially along the member.
- The point \( J \) is 6 inches from point \( C \).
This diagram represents a typical statics problem where the objective is to resolve forces into their components at a specific angle.
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