Find the minimum turning path radius for a passenger car when the turning speed is less than 16km/hr. Note: the maximum allowable super- elevation rate (0.06) and the pavement coefficient of friction (0.15). а. 13.72m b. 7.77m С. 7.31m d. 14.14m е. none

Find the minimum turning path radius for a passenger car when the turning speed is less than 16km/hr. Note: the maximum allowable super- elevation rate (0.06) and the pavement coefficient of friction (0.15). а. 13.72m b. 7.77m С. 7.31m d. 14.14m е. none

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: A vehicle moving in wet weather along down grade highway of (- 4%) grade. The design speed…

A: Given- V=48 mile/hrV=21.46m/secn=-4%f=0.30t=2.50sec

Q: A Yu highway difflicate by angle of 50° 40 Find: 1. The tangent and curve length, D=4° 2.…

Q: Question 6: Find out the length of the transition cruve for a horizontal curve. The horizontal curve…

A: Given;Width of pavement (W) = 7.3 mExtra Widening (We) = 1.7 mSuperelevation = 7% = 0.07

Q: A two lane pavement ( 7 m wide) on a national highway in plain terrain has a curve of radius 350 m.…

A: Given data : radius = 350m; e= 1 in 150; speed = 70kmph

Q: A 0.12-radian simple curve is to be designed for a maximum speed of 88 kph. The coefficient of…

A: Given data, Maximum speed = 80 kph Coefficient of friction = 0.30 0.12 radian of simple curve.…

Q: Find out the length of the transition cruve for a horizontal curve. The horizontal curve external…

A: Given;Width of pavement (W) = 7.3 mExtra Widening (We) = 0.7 mSuperelevation = 7% = 0.07

Q: For a circular curve of radius 180 m, the coefficient of lateral friction of 0.15 and the design…

Q: What is the psychological widening of a pavement on horizontal curve of radius 230m for ruling speed…

A: Given data in question Radius Ruling speed To find out Psychological widening

Q: SPEED Assuming the pavement condition and cross section remain constant. The terrain is also…

A: Solution: From the given terrain plan calculate the design speed for the each curve: at Point C, D,…

Q: A vehicle is negotiating a horizontal curve with a velocity of 50 kmph. The width and height of the…

A: Given- Velocity V=50 kmph, Width of vehicle b=1.8 m, Height of vehicle H=1.50 m, No super-elevation…

Q: 1. Calculate the extra width required for a horizontal road curve having 2 lanes of traffic and…

A: Given 2 lane roadRadius 250 mSpeed 60 km/hWheel base 6 mTo find out Extra widening

Q: The starting point of the runway of length 1400 m has the reduced level 50 m. The variation of…

Q: the required super elevation is

Q: Q- At a horizontal curve portion of a 4 lane undivided carriageway, a transition curve is to be…

Q: highway curve with a radius of 600 m is to be banked for a speed of 80 km/hr. What should be the…

Q: Listen In superelevated two-lane roadways, the pavement is normally rotated about its: 01 Centerline…

Q: 1. For the 2way-Zlane highway, the total pavement width at the curve, of 560m radius, is 11.6m. Find…

A: Since you have asked multiple question, we will solve the first question for you. If youwant any…

Q: The best angle for on-street car parking taking into account only the issue of parking capacity is…

A: Parking is a very important factor while in the generation of traffic on the roadway or streets.…

Q: (2) What is the reduction of the free-flow speed due to the given right-shoulder lateral clearance…

A: Lane Width Adjustment Correction Factor This Correction is applied when Lane Width is narrower than…

Q: 1) A W- 70000lbf weight and A.- 120ft section area truck is traveling on level grade and curve of…

A: Given Data: Weight of the truck is W=7000 lbf Sectional area of the truck is A=120 ft2 Radius of the…

Q: Problem Find the rate of super-elevation on a horizontal curve having a degree of curve of 6.5°. The…

Q: The center-line of the inside lane of a roadway is on a horizontal curve with a 6o54'29"…

A: Following are the given information. Degree of curvature =6°54'29" Central angle of the curve =40°…

Q: A highway designed for 80 km/h speed has a horizontal curve section with radius 250 m. If the design…

Q: From the Figure, determine the minimum length of the curve. Assume a=11.2 ft/sec and…

Q: In a horizontal highway curve, if the width of the highway is 10 m and the outer edge is 40 cm…

A: Given data- width of highway W=10 m=1000 cmrise of outer edge=40 cm

Q: A two lane pavement (7 m wide) on a national highway in plain terrain has a curve of radius 350 m.…

Q: The total width of the pavement on a horizontal circular curve = 7.5 m and the superelevation is…

A: given- width of pavement=7.5 msuperelevation=0.06

Q: Question--- Calculate the allowable speed on a horizontal curve of radius 225 m considering maximum…

A: Given Radius R=225 m, e=0.06 f=0.15

Q: The design speed of a highway is 70 km/h. There is a horizontal curve of radius 160 m on a certain…

A: Design speed V=70 km/h, Radius of curve R=160 m, Transverse coefficient of friction f=0.15 Maximum…

Q: Find the rate of super-elevation on a horizontal curve having a degree of curve of 6.5°. The design…

A: Given data:- The degree of the horizontal curve is, 6.5° The given design speed is, 38 mph. The…

Q: The radius of a horizontal curve is 240 m. The design speed is 80 kmph. Assuming the co-efficient of…

Q: The maximum super elevation to be provided on a road curve is 1 in 15. If the rate of change of…

A: Given- Super elevation e=1/15, Rate of change of super elevation N=120, Road width W=10 m. Minimum…

Q: The radius of a horizontal curve is 110m. The design speed is 55kmph and the design coefficient of…

A: This problem is related to Horizontal curve from Highway Engineering . In this question , given…

Question

Find the minimum turning path radius for
a passenger car when the turning speed is
less than 16km/hr.
Note: the maximum allowable super-
elevation rate (0.06) and the pavement
coefficient of friction (0.15).
а.
13.72m
b. 7.77m
С.
7.31m
d.
14.14m
е.
none

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Calculate the super elevation to be provided on the horizontal curve of radius 100 m. Design speed is 50 km/h and the design coefficient of lateral friction of 0.15 is fully developed.
A rural highway difflicate by angle of 50° 40' Find: I. The tangent and curve length, D=4° 2. Requirement a super elevation if the design speed 100 Km/hr., and the coefficient of side friction (0.13) 3. What is the clear nest distance required for an of structure near the road if coefficient of skidding friction is 0.29.
A vehicle is negotiating a horizontal curve with a velocity of 50 kmph. The width and height of the vehicle is 1.80 m and 1.50 m respectively. Assume no super elevation is provided, what is the value of maximum lateral friction coefficient so that vehicle does not overturn?
A road bend which deflects 80° is to be designed for a maximum speed of 100 km per hour, a maximum centrifugal ratio of 1/4 and a maximum rate to the change, of acceleration of 30 cm/sec3. The curve consists of a circular arc combined with two cubic spirals. Calculate: (a) the radius of the circular arc, (b) the requisite length of transition, curve. (c) the total length of the composite curve, and (d) the chainages of the beginning and end of transition curve, and of the junctions of the transition curves with the circular arc if the chainage of the P.I. is 42862 metres.
Find out the length of the transition cruve for a horizontal curve. The horizontal curve external distance 20 m and central angle 4=30°. The width of the pavement 7.3m. Extra widening 0.7m. design. Speed 30 Km/h. Superelevation = 7%.
The design speed of a horizontal curve on a two-lane freeway is 70 mph. The central angle is 40 degree and the lane width is 11 ft. The superelevation is 6 and was set assuming maximum friction factor, what distance (in ft) must be cleared from the inside edge of the most inside lane to provide adequate stopping sight distance? A. Other B. 27 C. 42 D. 33
Question The maximum speed on a BG main track if 100 kmph. The track meets a circular curve of radius 275m. The super elevation to be provided is (in cm).
A -2.5% grade intersects a 4% grade at sta. 5 + 100 at elev. 50 meters. Compute the stoppingsight distance.Design velocity = 75 kphCoefficient of friction between pavement and tires = 0.15
The length of the unsymmetrical vertical curve is 664. The gradient of PVC is +4% while that of PVT is -6%. If the vertical offset was found to be 6.5 feet, find the horizontal distance of PVI from PVC.
Quick...