**Truss Design Using Angles and Bolts** **Truss Member Details:** The truss diagonal member consists of a pair of angles, designated as L5x3x1/2. These are loaded in tension. The bolts to be used are 7/8 inches in diameter. The member is made of A36 steel. The design shear strength for one angle's bolt is 24.3 kips per bolt. **Diagram Explanation:** The diagram shows a side view of the truss joint, highlighting the placement of bolts. The dimensions indicate the spacing and layout: - Three bolts, evenly spaced 3 inches apart. - The angle dimensions are illustrated, with details showing 5 inches for the top side and 3 inches for the other side, and a thickness of 1/2 inch. - A side view line indicates a total length of 6 inches with spacing between the bolts. **Design Considerations:** 1. **Total Bolt Design Strength** 2. **Yielding of the Member** 3. **Rupture of the Member** 4. **Block Shear for the Member** 5. **Design Strength of One Angle** These elements must be evaluated to ensure the truss member performs adequately under load.

Truss Design Using Angles and Bolts Truss Member Details: The truss diagonal member consists of a pair of angles, designated as L5x3x1/2. These are loaded in tension. The bolts to be used are 7/8 inches in diameter. The member is made of A36 steel. The design shear strength for one angle's bolt is 24.3 kips per bolt. Diagram Explanation: The diagram shows a side view of the truss joint, highlighting the placement of bolts. The dimensions indicate the spacing and layout: - Three bolts, evenly spaced 3 inches apart. - The angle dimensions are illustrated, with details showing 5 inches for the top side and 3 inches for the other side, and a thickness of 1/2 inch. - A side view line indicates a total length of 6 inches with spacing between the bolts. Design Considerations: 1. Total Bolt Design Strength 2. Yielding of the Member 3. Rupture of the Member 4. Block Shear for the Member 5. Design Strength of One Angle These elements must be evaluated to ensure the truss member performs adequately under load.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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