The splice plates shown in Figure 2 are 1/2-inch-thick. How many %-inch-diameter, Group B bolts are required? The given load consists of 30% dead load and 70% live load. A36 steel is used. Threads are not excluded from the shear plane. 90 k Figure 2 a. Use LRFD. % in. 90 k

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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### Bolt Selection for Splice Plates in Structural Engineering

The splice plates shown in Figure 2 are ½-inch-thick. The task is to determine the number of ⅞-inch-diameter, Group B bolts required for the given structural load. This calculation is based on specific load conditions and material properties:

- **Load Conditions:** The load is composed of 30% dead load and 70% live load.
- **Material Specification:** A36 steel is used.
- **Design Note:** Threads are not excluded from the shear plane.

Figure 2 is a schematic representation of a splice plate connection subjected to a 90-kip load on either side. The prominent details are as follows:

#### Diagram Explanation:
- Two horizontal lines represent the splice plates.
- Vertical lines intersecting the plates indicate the bolt positions.
- The notation "½ in." specifies that the thickness of the splice plates is ½ inch.
- The forces of 90 kips (k) are shown at the left and right ends, indicating the load acting on the splice plates.

### Problem Approach:
#### Calculation Steps:
a. **Using Load and Resistance Factor Design (LRFD).**  
b. **Using Allowable Stress Design (ASD).**

The computation involves evaluating the strength and number of bolts needed to safely transfer the applied loads across the splice plates in compliance with the selected design method.

For further detailed calculations and methodologies, users may refer to structural engineering standards and manuals such as the **AISC Steel Construction Manual**.
Transcribed Image Text:### Bolt Selection for Splice Plates in Structural Engineering The splice plates shown in Figure 2 are ½-inch-thick. The task is to determine the number of ⅞-inch-diameter, Group B bolts required for the given structural load. This calculation is based on specific load conditions and material properties: - **Load Conditions:** The load is composed of 30% dead load and 70% live load. - **Material Specification:** A36 steel is used. - **Design Note:** Threads are not excluded from the shear plane. Figure 2 is a schematic representation of a splice plate connection subjected to a 90-kip load on either side. The prominent details are as follows: #### Diagram Explanation: - Two horizontal lines represent the splice plates. - Vertical lines intersecting the plates indicate the bolt positions. - The notation "½ in." specifies that the thickness of the splice plates is ½ inch. - The forces of 90 kips (k) are shown at the left and right ends, indicating the load acting on the splice plates. ### Problem Approach: #### Calculation Steps: a. **Using Load and Resistance Factor Design (LRFD).** b. **Using Allowable Stress Design (ASD).** The computation involves evaluating the strength and number of bolts needed to safely transfer the applied loads across the splice plates in compliance with the selected design method. For further detailed calculations and methodologies, users may refer to structural engineering standards and manuals such as the **AISC Steel Construction Manual**.
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