RevesGrades of g =2 50% and g +1.50% VPIelovation 856 00 ft at station 22 - 00, and a foxedelevation 800 00 ft at station 20 + 50Part AField conditions require a highwity curve to pass through a fxed point Compute a sutate equal tangent vertical curve andstation elevations Give the elevations in order of increasing XExpress your answers in feet to five significant figures separated by commasVO AEvecEevSubmitReauest AnsrNest>Provde Eeedback

PVCSTATION=PVISTA-L2PVCsta=(2200)-L2PVCELV=PVIELV-g1L2PVCelv=(856)+0.025×L2Equation of the…

800 00 ft at station 20 - 50 Field conditions require a highwity curve to pass through a fxed point Co staion elevations Gve the elevatons in order of increasing X Express your answers in feet to five significant figures separated by Vo AE vec Eev

800 00 ft at station 20 - 50 Field conditions require a highwity curve to pass through a fxed point Co staion elevations Gve the elevatons in order of increasing X Express your answers in feet to five significant figures separated by Vo AE vec Eev

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

A A Intersection Problem: A and B are control (known) points. Station N A 500.00 1000.00 B 900.00 600.00 Measured angles at A and B are: Angle at A = 60 30 00 Angle at B = 54 45 00 What is the Easting of point P Use 2 decimals precision.
A500-ft curve, grades of g +2.50% and ₂-2 50% VPI at station 96 00 and elevation 839 26 ft, stakeout at full stations A 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 feet to five significant figures separated by commas. Elev ΚΕΙ ΑΣΦ | Η vec 5 Ĉ 2 ft
BALANCE THE TRAVERSE BY TRANSIT RULE AND COMPUTE THE AREA BY DMD METHOD Corr'n Corr'n Distance Line Bearing Latitude Departure Corrected Latitude DMD Corrected Departure Lat Dep Double deg min 1 2 s 23 37E 113.35 2 3 s 25 56 w 93.32 3 4 s 87 25 w 172.92 4 5 N 55 46 w 165.88 5 6 N 51 59E 184.89 6 1 s 85 51E 160 S() E (+) S(-) N(*) W(-) N (*) E (+) W() Area
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
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
Please solve DMD and 2A
A railroad curve has De = 5°00', I = 27°00', and PI station = 37+45.00 ft. Use the chord definition to calculate the requested values. Part E Calculate M Express your answer to two decimal places and include the appropriate units. M = Part F LC = μA Value п Calculate LC. Express your answer to two decimal places and include the appropriate units. μÀ Units Value ? Units ?
Draw all necessary darwings to solve all the given problems. Express your computations in the nearest 4 decimal places.
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 >
Compute the distance only between points "A" and point "B" Point A- N 1147.8000 E 710.4700 E 138.5700 Point B N 1489.1700 7226 666.04' O 450.12¹ O 341.37'
Find the station kilometers of point B with curb radii R1 and R2 according to the given.
LINE AB BC CD DE EA DISTANCE 647.25 203.03 720.35 610.24 275.13 BEARING S 53.08⁰ E $ 5.68⁰ E N 15.53⁰ E N 75.41⁰ W S 26.16⁰ W balancing the traverse by using transit rule and third rule for closing error and bowdtich rule?