Find the maximum axial compressive service loads that the column of cross section shown can carry. The column is short. Assume that the service dead load and live load are equal. Check the ties. Use f′c=4000 psi and fy=60,000 psi.
Find the maximum axial compressive service loads that the column of cross section shown can carry. The column is short. Assume that the service dead load and live load are equal. Check the ties. Use f′c=4000 psi and fy=60,000 psi.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Find the maximum axial compressive service loads that the column of cross
section shown can carry. The column is short. Assume that the service dead load and live load are equal. Check the ties.
Use f′c=4000 psi and fy=60,000 psi.
Transcribed Image Text:The image presents a diagram of a square concrete column with reinforced steel bars. Here is the detailed description:
1. **Column Dimensions**:
- The column is a square with each side measuring 16 inches.
2. **Reinforcement Details**:
- The column is reinforced with steel bars.
- There are four #10 bars placed at the corners of the square.
- The clear cover (distance from the outer edge of the concrete to the surface of the reinforcement bar) is 1.5 inches.
3. **Stirrup Details**:
- A stirrup marked as #3 is placed at 16-inch intervals on center (o.c).
4. **Notation**:
- "#10 bars" refers to the size of the reinforcing steel bars, with the number indicating the bar size.
- "#3@16'' o.c." signifies that #3 size bars are used as stirrups, spaced at 16 inches apart from center to center.
This setup is typically used in structural engineering to reinforce concrete columns, ensuring they can withstand applied loads. Proper placement and spacing of bars are critical for the structural integrity of the column.
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