The truss diagonal member consists of a Pair of angles L5x3x1/2 that are loaded in tension. The bolts to be used are 7/8". The member steel is A36. The bolt design shear strength for one angle is 24.3 kips per bolt.
The truss diagonal member consists of a Pair of angles L5x3x1/2 that are loaded in tension. The bolts to be used are 7/8". The member steel is A36. The bolt design shear strength for one angle is 24.3 kips per bolt.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:**Transcription of Educational Content:**
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The truss diagonal member consists of a pair of angles L5x3x½ that are loaded in tension. The bolts to be used are 7/8". The member steel is A36. The bolt design shear strength for one angle is 24.3 kips per bolt.
**Diagram Explanation:**
The diagram illustrates a configuration of bolts and angles, with critical measurements and orientations:
- A pair of angles is shown, each marked with dimensions 3", 3", 3".
- The thickness of the angle is noted as ½".
- The bolts are aligned centrally along the length of the angles.
- Specific distances between the bolt holes are noted, ensuring correct spacing and alignment.
**Point Evaluations:**
1. **Total bolt design strength**
2. **Yielding of the member**
3. **Rupture of the member**
4. **Block shear for the member**
5. **The design strength of one angle is**
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This transcription provides a detailed overview for educational purposes, specifically for understanding truss design and analysis in structural engineering.
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