**Problem Statement:**For a highway curve with \( D_a = 5^\circ 00' \), \( I = 20^\circ 30' \), and PI station = 63 + 25.53 ft, calculate the requested values to lay out the circular curve at full stations (100 ft).---**Part D:****Objective:** Calculate the middle ordinate \( M \).**Answer Provided:**- \( M = 18.29 \, \text{ft} \)Feedback: Correct answer is shown. Your answer 18.28 ft was either rounded differently or used a different number of significant figures than required for this part.---**Part E:****Objective:** Calculate the external distance \( E \).**Answer Provided:**- \( E = 18.58 \, \text{ft} \)Feedback: Correct answer is shown. Your answer 18.585 ft was either rounded differently or used a different number of significant figures than required for this part.---**Part F:****Objective:** Tabulate stations, deflection angles, and incremental chords to lay out the curve at full stations (100 ft).- **Instructions:** - Express angles in degrees to four decimal places. - Express first station numbers as integers. - Express second station numbers and chord lengths in feet to two decimal places. - The PC station should be placed at the bottom of the table.**Table Structure:**- Columns: Station, Chord, Defl. Increment, Defl. Angle.- Example data: - Chord for first entry: 00.00 - Defl. Increment for first entry: 2.500This part requires filling out tabulated data for stations along the curve, considering precise calculations in chord length and deflection angles. **Part F****Instruction:** Tabulate stations, deflection angles, and incremental chords to lay out the curve at full stations (100 ft).**Guidelines:**- Express angles in degrees to four decimal places.- Express first station numbers as integers.- Second station numbers and chord lengths should be expressed in feet to two decimal places. - The PC station should be placed at the bottom of the table.**Table Layout:**- **Columns:** - **Station:** Consists of two fields for entry, the first for the integer part and the second for the decimal part (displayed as "+ 00.00"). - **Chord:** Field for entering chord length. - **Defl. Increment:** Pre-filled with "2.500". - **Defl. Angle:** Field for entering deflection angle.- **Rows:** - Each row provides space for entering data for each station. - All rows have pre-filled values for "Defl. Increment" set to 2.500.**Buttons:**- **Submit:** To submit the completed table.- **Request Answer:** To request assistance or answers.**Contextual Information:**The table is designed for detailed input and calculation of stations, chords, and deflection angles necessary for the engineering layout of a curve, with precision required for each measurement type.

Answered: Image /qna-images/answer/d1413735-f15a-4643-b104-2c2be77f6fd4.jpg

For a highway curve with Da = 5°00', I= 20°30', and Pl station=63+25.53 ft, calculate the requested values to lay out the circular curve at full stations (100 ft). M = 18.29 ft Submit Previous Answers Correct Correct answer is shown. Your answer 18.28 ft was either rounded required for this part. Part E Calculate the external distance. Express your answer to two decimal places and include appropriate u E = 18.58 ft Submit Previous Answers Correct Correct answer is shown. Your answer 18.585 ft was either rounde required for this part. Part F Tabulate stations, deflection angles, and incremental chords to lay out the c Express angles in degrees to four decimal places; express first station lengths should be expressed in feet to two decimal places. The PC sta 100 Station C + + 00.00 00.00 Chord

For a highway curve with Da = 5°00', I= 20°30', and Pl station=63+25.53 ft, calculate the requested values to lay out the circular curve at full stations (100 ft). M = 18.29 ft Submit Previous Answers Correct Correct answer is shown. Your answer 18.28 ft was either rounded required for this part. Part E Calculate the external distance. Express your answer to two decimal places and include appropriate u E = 18.58 ft Submit Previous Answers Correct Correct answer is shown. Your answer 18.585 ft was either rounde required for this part. Part F Tabulate stations, deflection angles, and incremental chords to lay out the c Express angles in degrees to four decimal places; express first station lengths should be expressed in feet to two decimal places. The PC sta 100 Station C + + 00.00 00.00 Chord

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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