4.36 Calculate the reaction at each support for the truss shown. Neglect the weight of the truss. Problem 4.36 12 kips 20 kips 10 kips 15' – 0" A TIN B 15' – 0" 15' – 0" 15' – 0" 15' – 0" 60' – 0" 8 kips
4.36 Calculate the reaction at each support for the truss shown. Neglect the weight of the truss. Problem 4.36 12 kips 20 kips 10 kips 15' – 0" A TIN B 15' – 0" 15' – 0" 15' – 0" 15' – 0" 60' – 0" 8 kips
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
Transcribed Image Text:**Problem 4.36**
Calculate the reaction at each support for the truss shown. Neglect the weight of the truss.
**Diagram Description:**
The diagram illustrates a truss structure supported at two points: A and B.
- **Support A** is a fixed support located at the far left.
- **Support B** is a roller support situated at the far right of the truss.
The truss has three vertical loads applied:
- A **12 kips** downward force applied at the center of the span.
- An **8 kips** downward force located to the right of the center.
- Additionally, two horizontal forces:
- **20 kips** to the left, applied at the section between the left segment and central span.
- **10 kips** to the right, applied at the right segment.
The truss is horizontally divided into four equal segments, each with a length of **15 feet**. The total horizontal span is **60 feet**.
The height from the base to the top of the truss at support B is indicated as **15 feet**.
The problem requires calculating the reactions at the supports A and B due to these applied loads.

Transcribed Image Text:**4.36.** \( R_{AV} = 0.5k \, \uparrow \), \( R_{AH} = 30k \, \leftarrow \), \( R_{B} = 19.5k \, \uparrow \)
The image displays variable resistances with different values and directional indicators.
- \( R_{AV} = 0.5k \, \uparrow \): The resistance \( R_{AV} \) is 500 ohms, with an increasing trend indicated by the upward arrow.
- \( R_{AH} = 30k \, \leftarrow \): The resistance \( R_{AH} \) is 30,000 ohms, with a leftward direction.
- \( R_{B} = 19.5k \, \uparrow \): The resistance \( R_{B} \) is 19,500 ohms, with an increasing trend indicated by the upward arrow.
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