Already have an account? Get multiple benefits of using own account!
Login in your account..!
Remember me
Don't have an account? Create your account in less than a minutes,
Forgot password? how can I recover my password now!
Enter right registered email to receive password!
Roads in Hilly Areas:
(a) The alignment selected should attain the changes in elevation by adopting the ruling gradient to the maximum length. Limiting and exceptional gradients should be avoided as far as possible.
(b) Avoid deep cuttings, high embankments and costly tunnels.
(c) Areas prone to landslides and subsidences should be avoided.
(d) Areas liable to snow drift and avalanches should be avoided.
(e) Obligatory points such as bridges, passes and tunnels should be identified first and the alignment shall be selected to match with them.
(f) Sunny side of exposed hill is preferred.
(g) Hairpin bends should be avoided as far as possible. If unavoidable, they should be located on gentle hill slopes.
(h) The main object of a hill road is to gain elevation. Thus, alternate rise and fall should be avoided.
Borrow Pits Borrow pits are the locations from where the embankment soil is obtained. The following guidelines govern the location of borrow pits : (a) They should be pref
Vertical Curves: When two vertical gradients meet, it is necessary to provide a vertical curve. Two types of vertical curves are used: (a) Summit curve, where the point of
Normal 0 false false false EN-IN X-NONE X-NONE MicrosoftInternetExplorer4
describe setting out right angle at given point on a chain line and when the point lies outside the chain line
Question Is it true that there is no essential to design nominal reinforcement to piles. Answer In BS8110 and BS5400 Pt.4, they need provision of nominal reinforce
I want to know the necessary material list during replacement of Expansion Joint
What are the functions of a column in a building? Ans) A column is used to handle the weight of the roof and/or the upper floors. Now days, many columns are used for decorative
Design a continuous one-way solid slab supported on beams spaced at 4.2m o.c. the width of the beam is 300mm, leaving clear slab spans of 3.9. The slab carries a uniform DL= 6 KPa.
draw the shear force and bending moments of a beam
State the short-term deflections If short-term deflections are considered, the instantaneous deflection due to design loads may be calculated using elastic analysis based on t
Get guaranteed satisfaction & time on delivery in every assignment order you paid with us! We ensure premium quality solution document along with free turntin report!
whatsapp: +91-977-207-8620
Phone: +91-977-207-8620
Email: [email protected]
All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd