A 500-ft curve, 9₁ = -2.00%, g₂ = +3.00%, VPI station = 98 + 10, VPI elevation = 5388.26 ft, stakeout at full stations. 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 six significant figures separated by commas. -- ΑΣΦ ↓↑ Submit vec Elev = 831.010,833.010,834.010,834.010,833.010,831.010,831.010 ft Previous Answers Request Answer

A 500-ft curve, 9₁ = -2.00%, g₂ = +3.00%, VPI station = 98 + 10, VPI elevation = 5388.26 ft, stakeout at full stations. 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 six significant figures separated by commas. -- ΑΣΦ ↓↑ Submit vec Elev = 831.010,833.010,834.010,834.010,833.010,831.010,831.010 ft Previous Answers Request Answer

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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please resolve this! SURVEYING (UPVOTE WILL BE GIVEN. PLEASE WRITE THE COMPLETE SOLUTIONS AND DIAGRAMS *IF NECESSARY* LEGIBLY. NO LONG EXPLANATION IS NEEDED. ANSWER IN 2 DECIMAL PLACES AND BOX THE FINAL ANSWER. PLEASE ANSWER ALL.) The long chord from PC to PT of a compound curve is 320m long, and the angles it makes with the first and third tangents are 14° and 16°, respectively. If the common tangent is parallel to the long chord, solve the following: a. The radius of the first curve (R1). b. The radius of the second curve (R2). c. If station of PC is 8+200, compute the station of PT.
•Point P1 located along the proposed centerline of a roadway was observes from an instrument set up at point A. The observed bearing and distance are N 50°34' W; 78.67m Coordinates of A: Northings = 257.78m Eastings 345.25m Centerline P1 14. Determine the coordinate of P1 (Northing). a) 319.34 b) 298.67 15. Determine the coordinate of P1 (Easting). a) 303.45 b) 245.67 •A Instrument set up c) 312.34 c) 284.49 d) 307,45 d) 310.67
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= -2.50% and 92 = +1.50%, VPI elevation 854.00 ft at station 22 + 00, and a fixed elevation 858.00 ft at Grades of 91 station 20 + 50. Part A Field conditions require a highway curve to pass through a fixed point. Compute a suitable equal-tangent vertical curve and full-station elevations. Give the elevations in order of increasing X. Express your answers in feet to five significant figures separated by commas. Elev = ΜΕ ΑΣΦ ↑ vec Submit Request Answer ? ft
SHOW SOLUTION AND DRAWING LABEL THE POINTS ACCORDINGLY
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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
Given the following information for a simple spiraled curve: ol o = 38°00'00" o Da = 4°30'00" o Ls = 800 feet o T.S.Sta 35+00 What is the stationing of the C.S.? 35+44.44 43+44.44 None of the above 43+00.00 43+47.52
A slope orientation is 124/63 (dip direction/dip angle) with a horizontal top, intersected by two sets of joints with orientations (dip direction/dip angle) 182/52 and 046/69 and friction angle 30°. (1) Plot the slope surface and two sets of joints using stereonet projection. Determine the trend and plunge of the line of intersection. Check whether wedge failure is kinematically feasible.
TOPIC: SURVEYING (REVERSED CURVE) Please help me solve this problem with a detailed solution. Thank you tutor and god bless!
Grades of g1 = -1.50% and 92 = +2.50%, VPI elevation 750.00 ft at station 30+ 00. Fixed elevation 753.00 ft at station 30 +00. Part A Field conditions require a highway curve to pass through a fixed point. Compute a suitable equal- tangent vertical curve and full-station elevations. Give the elevations in order of increasing X. Express your answers in feet to five significant figures separated by commas. Elev = Submit V~ ΑΣΦ ↓↑ Request Answer vec Ć ? ft
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