**Problem 7.21** Are the uncoated #8 bars shown anchored sufficiently with their 90° hooks? - \( f'_c = 4000 \, \text{psi} \) - \( f_y = 60 \, \text{ksi} \) The side and top cover is \( 2\frac{1}{2} \, \text{in.} \) on bar extensions. Normal-weight concrete is used. - Required steel area, \( A_s \text{required} = 2.20 \, \text{in.}^2 \). **Answer:** \( \ell_{dh} = 12.4 \, \text{in.} \), sufficient. **Diagram Explanation:** The diagram shows a right-angle hook configuration for the #8 bars. The setup includes: - **3 #8 Bars:** A label indicating three #8 rebar sections in the setup. - **12 in. Clear:** This dimension represents the clear vertical distance between adjacent elements. - **16 in. Clear Horizontal Extension:** Indicates the clear horizontal distance beyond which the bar is extended. - **14 in. Hook Length:** This is the length of the hook at the end of the rebar. - **2 in. Clear:** The clear concrete cover from the inner face of the hook to the outer concrete edge. This setup demonstrates the anchoring situation of the rebar within the concrete structure.
**Problem 7.21** Are the uncoated #8 bars shown anchored sufficiently with their 90° hooks? - \( f'_c = 4000 \, \text{psi} \) - \( f_y = 60 \, \text{ksi} \) The side and top cover is \( 2\frac{1}{2} \, \text{in.} \) on bar extensions. Normal-weight concrete is used. - Required steel area, \( A_s \text{required} = 2.20 \, \text{in.}^2 \). **Answer:** \( \ell_{dh} = 12.4 \, \text{in.} \), sufficient. **Diagram Explanation:** The diagram shows a right-angle hook configuration for the #8 bars. The setup includes: - **3 #8 Bars:** A label indicating three #8 rebar sections in the setup. - **12 in. Clear:** This dimension represents the clear vertical distance between adjacent elements. - **16 in. Clear Horizontal Extension:** Indicates the clear horizontal distance beyond which the bar is extended. - **14 in. Hook Length:** This is the length of the hook at the end of the rebar. - **2 in. Clear:** The clear concrete cover from the inner face of the hook to the outer concrete edge. This setup demonstrates the anchoring situation of the rebar within the concrete structure.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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