Problem 24.15 Assignment 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 C ▼ Calculate the tangent distance. Express your answer to two decimal places and include appropriate units. T = Submit Part D M = μA Submit Value Request Answer Calculate the middle ordinate. Express your answer to two decimal places and include appropriate units. ■μÅ Value Units Request Answer ? Units ?

Problem 24.15 Assignment 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 C ▼ Calculate the tangent distance. Express your answer to two decimal places and include appropriate units. T = Submit Part D M = μA Submit Value Request Answer Calculate the middle ordinate. Express your answer to two decimal places and include appropriate units. ■μÅ Value Units Request Answer ? Units ?

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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A-2.60% grade meets a +1.70% grade at station 44+25 and elevation 3387.96 ft, 400-ft curve, stakeout at half stations. Part A Tabulate station elevations for an equal-tangent parabolic curve for the data given above. Express your answers in feet to six significant figures separated by commas in order of increasing station numbers. Elev = Submit ΑΣΦ ↓↑ Request Answer vec ? ft
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SURVEYING (UPVOTE WILL BE GIVEN. PLEASE WRITE THE COMPLETE SOLUTIONS AND FIGURES *IF NECESSARY* LEGIBLY. NO LONG EXPLANATION NEEDED. ANSWER IN 2 DECIMAL PLACES AND BOX THE FINAL ANSWER.)
1. A proposed road bend along a highway construction project is to be laid out such that it will be a circular simple curve tangent to the three reference lines DA, AB, and BC. From the given data below, calculate for the following. a. radius of the simple curve b. stationing of PC if V is at 12 + 340 c. stationing of PT POINT LATITUDE DEPARTURE A - 29.34 - 128.76 B - 177.97 - 58.39 Bearing DA = S65°01'50"E Bearing CB = N54°24'10"E
I need help with parts J and K, I will rate immediately. Thank you.
A-2.40% grade meets a +1.60% grade at station 44+25 and elevation 3387.96 ft, 400-ft curve, stakeout at half stations. Part A Tabulate station elevations for an equal-tangent parabolic curve for the data given above. Express your answers in feet to six significant figures separated by commas in order of increasing station numbers. {—| ΑΣΦ | 11 | vec A Elev= 3412.46,3432.72,3450.30,3465.20,3477.45 ft Your submission doesn't have the correct number of answers. Answers should be separated with a comma. No credit lost. Try again. Submit Previous Answers Request Answer Provide Feedback Review ? Next >
L-500 250 250 Figure 3 al Exam - Figure 3.pdf + Calculate the elevation of curve B at station 11+50. 115.90 117.94 118.80 119.80 120.80 29+ /2+50 Ind 13175
If the length of the tangent lines and the angle of intersection of a simple curve is 158.50m and 110 degrees and 10 minutes respectively, what is the stationing at PC is Pl is 1 + 50.00. Express answer in the form of x + 000.00 Your answer
SURVEYING (UPVOTE WILL BE GIVEN. PLEASE WRITE THE COMPLETE SOLUTIONS AND FIGURES *IF NECESSARY* LEGIBLY. NO LONG EXPLANATION NEEDED. ANSWER IN 2 DECIMAL PLACES AND BOX THE FINAL ANSWER.) Given the following elements of a typical compound curve: Angle of intersection (I1) = 21°20' Angle of intersection (I2) = 30°02' Degree of 1 curve (D1) = 4°30' Degree of 2nd curve (D2) = 5°01' Stationing of Point of Intersection on 1st curve, A = 10+112 If a highway engineer desires to change this compound curve with a simple curve such that PT will be in the same position, as well as the direction of the tangents, find the following: a. Degree of the simple curve. b. Stationing of the Point of Tangency (PT) c. Area of fillet, in sqm.
A-2.5% grade meets a +2.50% grade at station 4 + 200 and elevation 164.657 mm, 180-m curve, stakeout at 30-m increments. ▼ Part A List station elevations for an equal-tangent parabolic curve for the data given. Give the elevations in order of increasing X. Express your answers in meters to six significant figures separated by commas. [V] ΑΣΦ Elev = J↑ h ? m