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.
SHEAR STRESS DISTRIBUTION INTO CIRCULAR SECTION DERIVATION
Majority carriers are hols in which type? Answer: In P-type semiconductors hols are majority carriers .
what is the classification of lintel
Define the Influence line-beam shear? 1. Replace point of interest with a link element of nominal length. If the point of interest is a reaction, place a hinge at that poin
Verify the coefficient of elastic uniform compression if a vibration test on a concrete block of 1 m cube gave a resonant frequency of 36 Hz in vertical vibration. The weight of
what do you understand by the term local attraction
Q. What are the Parasitic forces for prestressing? In statically determinate structures, prestressing forces will cause the concrete structures to end upwards. Therefore precam
rolling steel door
Question In designing of corbel beams in a pump station , why are shear links designed in top 2/3 of section? What is general advice on designing? Answer Corbel
Q. Settlement due to Reduction in Volume of Soil? The weight of the structure causes reduction in volume of soil due to expulsion of pore water from the voids. This reduces the
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