For a highway curve with D₂ = 5°00', I = 20°30', and Pl station20°30', and Pl station=63 +25.53 ft, calculate the requested values to layout the circular curve at full stations (100 ft).▾Part ACalculate the radius.Express your answer to two decimal places and include appropriate units.R=Part B1146.5ASubmit Previous Answers Request AnswerSubmit* Incorrect; Try Again; 3 attempts remainingPart C✓ CorrectCalculate the circular curve length.Express your answer to two decimal places and include appropriate units.L= 410.00 ftPrevious Answers➜ft13 ?Submit Previous Answers✓ CorrectCalculate the tangent distance.Express your answer to two decimal places and include appropriate units.T= 207.22 ft

Degree of curve, D = 5o Angle, I = 20o30'

For a highway curve with D₂ = 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). Part A Calculate the radius. Express your answer to two decimal places and include appropriate units. R= 1146.5 Submit Part B μA Submit * Incorrect; Try Again; 3 attempts remaining Previous Answers Request Answer Part C ft Calculate the circular curve length. Express your answer to two decimal places and include appropriate units. L = 410.00 ft Correct Previous Answers ? Calculate the tangent distance. Express your answer to two decimal places and include appropriate units. T = 207.22 ft

For a highway curve with D₂ = 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). Part A Calculate the radius. Express your answer to two decimal places and include appropriate units. R= 1146.5 Submit Part B μA Submit * Incorrect; Try Again; 3 attempts remaining Previous Answers Request Answer Part C ft Calculate the circular curve length. Express your answer to two decimal places and include appropriate units. L = 410.00 ft Correct Previous Answers ? Calculate the tangent distance. Express your answer to two decimal places and include appropriate units. T = 207.22 ft

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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Define the components of a highway curve from the following: Dº = 5°00' 1= 20° 30' PISTA = 63+25.53 ft Answers are to the nearest XXX.XX stationing answer format XX+XX.XX. R = type your answer... L = type your answer... T = type your answer... LC = type your answer... E = type your answer... M = type your answer... PC STA type your answer... PTSTA= type your answer... ft ft ft ft ft ft ft ft
Item 5 Part A Determine the horizontal distance between two points A and B whose elevations above datum are h = 1420 ft and hp = 1425 ft and whose images a and b on a vertical photograph have photo coordinates a = 2.95 in., ya = 2.32 in., x = -1.64 in., and y = -2.66 in. The camera focal length was 152.4 mm and the flying height above datum 7100 ft. Express your answer in feet to four significant figures. L = Submit IVE | ΑΣΦΗ Provide Feedback Request Answer vec 5 of 7 > ft Next >
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Draw, illustrate, and label the following: (Use consistent notation) urin~ 'nin (Use the blank spaces for your drawings) a) Reveise Curve with parallel tangents b) Reverse Curve with non parallel tangents c) Clothoid d) Symmetrical Clothoid 2ula
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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). Part A Calculate the radius. Express your answer to two decimal places and include appropriate units. R= Part B μA L = Value Calculate the circular curve length. Express your answer to two decimal places and include appropriate units. μA Units Value ? Units ?