Flatter cambers are required for the purpose of smooth traffic flow and steeper cambers are necessary for the purpose of drainage. In which one of the following situations can both these objectives be achieved When the camber slope is twice the gradient When the camber slope is equal to half the gradient When the camber slope is equal to the gradient When the camber slope is slightly less than the gradient

Flatter cambers are required for the purpose of smooth traffic flow and steeper cambers are necessary for the purpose of drainage. In which one of the following situations can both these objectives be achieved When the camber slope is twice the gradient When the camber slope is equal to half the gradient When the camber slope is equal to the gradient When the camber slope is slightly less than the gradient

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

Wrong answer will be rated negative. The horizontal distance between its PVI and PVC is 150 meter. The elevation of PVI is 450.2 meter. The initial and final grades of the road are -4% and +3% respectively. Chainage of PVC is 1620 m. Based on the given set of information, determine the followings: i. Elevation of PVC. ii. The chainage of PVI. iii. Chainage and elevation of PVT. iv. Chainage and elevation of the lowest point of the sag curve.
It is used to receive runoff at grade and permit the water to flow downward into underground storm drain. O Inlets o culverts O Surface Drainage O Cross Slope
Q2- Find the required area of cut/fill (m2) and Calculate the net volumes (m3) between each two stations. The road width value 13 The total road length is 330 m. Filling shrinkage ratio is 15 % The road elevation at the C.L of station (0+00) is 10.00 m. with 4 % uphill gradient RL = Road level, GL = Ground level Station 6+00 Station 7+00 GL GL 1.5m 2.0m RL 2% 6:1 RL 2% 5:1
هندس ... Calculate the right of way of rural divided four-lane highway has depressed median and it is constructed on embankment. The median width is 4.50 m, embankment height is 5.5m, lane width is 3.75 m, shoulder width is 2.50 m and side slope is 1.25:2.5 (V:H). A- B I EE 00 22 5 Pa 2
Question 16 During critical flow condition, which of the following is minimized? flow rate head depth O width
34. In order for gravel roads to have proper drainage, the highest point on the road (the crown) should slope downward on either side to the shoulders of the road. EPA guidelines for maintaining gravel roads with a low volume of traffic suggest that a 20-ft wide road should have a centerline crown that is 5 to 7 in. high. (Source: http://water.epa.gov) 20-ft road surface Height of crown a. To the nearest tenth of a degree, find the angle of depression for a 5-in. centerline crown. b. To the nearest tenth of a degree, find the angle of depression for a 7-in. centerline crown.
Pavement crown is a means of: A surface drainage slope drainage c) drainage of structures D subsurface drainage
The surface velocity at any vertical section of a stream is
Q# Superelevation in horizontal curve of road is responsible for your safety. Explain?
there are several ways in which the head and flowcoefficients can be combined to form other dimensionless numbers (specificspeed and specific diameter are one way of combining them). Obtain at leastone other combination for Ns and Ds. Comment on the result.
Determine the values of a) free flow speed in mph, b) optimum speed in mph, c) is this relationship Greenshields one ? Why (or why not)? Question is clear.... please solve quickly.. thank you
Q2- Calculate the right of way of rural divided four-lane highway has a depressed median and it is constructed on embankment. The median width is 40 m. embankment height is 6m. lane width is 3.5 m.shoulder width is 2.5 m and side slope is 1:3 (VH)?