Highway curve has R = 1000 ft, I = 25°00', and Pl station = 26 + 40.00 ft. Part A Determine degree of curvature Da of the curve. Express your answer in degrees to five decimal pla Da = Submit Part B Submit ΠΠΑΣΦ Request Answer Determine curve length I and tangent distance T of th Express your answers in feet to two decimal places L, T = 436.33,221.69 ft Part C Previous Answers Correct vec Determine middle ordinate M and external distance E Express your answers in feet to two decimal places ΑΣΦ M. E= 23.7,20.40 vec Submit Previous Answers Request Answer

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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**Highway Curve Calculation Example**

**Given Data:**
- Radius of the curve: \( R = 1000 \, \text{ft} \)
- Intersection angle: \( I = 25^\circ 00' \)
- Point of Intersection (PI) station: \( 26 + 40.00 \, \text{ft} \)

### Part A: Determining Degree of Curvature (\( D_a \))

To find the degree of curvature \( D_a \) of the curve, express your answer in degrees to five decimal places.

- Input box available for calculation.
- Requires submission for evaluation.
- **Purpose:** This section helps calculate the degree of curvature which is essential for understanding the sharpness of a curve.

### Part B: Determining Curve Length (\( L \)) and Tangent Distance (\( T \))

- **Formula Calculation:**
  - Curve Length (\( L \)): \( 436.33 \, \text{ft} \)
  - Tangent Distance (\( T \)): \( 221.69 \, \text{ft} \)
  
- Provide answers in feet to two decimal places, separated by a comma.
- Submission leads to verification as indicated by the correct mark.

**Purpose:** These are crucial measurements for highway design, affecting travel distance and alignment.

### Part C: Determining Middle Ordinate (\( M \)) and External Distance (\( E \))

- **Formula Calculation:**
  - Middle Ordinate (\( M \)): \( 23.7 \, \text{ft} \)
  - External Distance (\( E \)): \( 20.40 \, \text{ft} \)

- Input the values as feet to two decimal places, separated by a comma.
- Provides an option to submit for accuracy check.

**Purpose:** These values are used in the design and evaluation of the curve’s profile, impacting safety and geometry.

**Note:** The use of appropriate formulas and calculations ensures precise curve construction, guarding against design flaws that could impact road safety and function.
Transcribed Image Text:**Highway Curve Calculation Example** **Given Data:** - Radius of the curve: \( R = 1000 \, \text{ft} \) - Intersection angle: \( I = 25^\circ 00' \) - Point of Intersection (PI) station: \( 26 + 40.00 \, \text{ft} \) ### Part A: Determining Degree of Curvature (\( D_a \)) To find the degree of curvature \( D_a \) of the curve, express your answer in degrees to five decimal places. - Input box available for calculation. - Requires submission for evaluation. - **Purpose:** This section helps calculate the degree of curvature which is essential for understanding the sharpness of a curve. ### Part B: Determining Curve Length (\( L \)) and Tangent Distance (\( T \)) - **Formula Calculation:** - Curve Length (\( L \)): \( 436.33 \, \text{ft} \) - Tangent Distance (\( T \)): \( 221.69 \, \text{ft} \) - Provide answers in feet to two decimal places, separated by a comma. - Submission leads to verification as indicated by the correct mark. **Purpose:** These are crucial measurements for highway design, affecting travel distance and alignment. ### Part C: Determining Middle Ordinate (\( M \)) and External Distance (\( E \)) - **Formula Calculation:** - Middle Ordinate (\( M \)): \( 23.7 \, \text{ft} \) - External Distance (\( E \)): \( 20.40 \, \text{ft} \) - Input the values as feet to two decimal places, separated by a comma. - Provides an option to submit for accuracy check. **Purpose:** These values are used in the design and evaluation of the curve’s profile, impacting safety and geometry. **Note:** The use of appropriate formulas and calculations ensures precise curve construction, guarding against design flaws that could impact road safety and function.
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