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!
QuestionFor column reinforcements, why is helical reinforcement sometimes designed instead of regular links with reasons?
AnswerThe utilization of links for column designing in Britain is very well-liked. Except, in U.S.A. engineers have a propensity to use helical reinforcement in its place of regular links as helical reinforcement has probable benefit of protecting columns or piles against seismic loads. In addition, when columns reach failure state, concrete outside hoops breaks and falls off firstly, followed by eventual failure of entire columns. Peeling off of concrete outside helical reinforcement gives a warning signal earlier than sudden failure of columns as optional by G. P. Manning in 1924. In adding, it is capable of take up a higher working load than regular link reinforcement. For example, helical reinforcement is adopted in designing of marine piles in Government piers.
How do we overcome obstacle like river in chain survey?
In a curved prestressed bridge , how ought to the guided bearings in piers of curved region be oriented with respect to a fixed bearing in abutment?
Explain National Contingency Plan (NCP) - Provides detailed direction on the action to be taken at a hazardous waste site, including emergency actions and a method to rank site
What would be the best way to evaluate the field performance benefits of subsurface drainage in a flexible pavement? Short term and long term, thick or thin HMA..
Discuss about the post-tensioning systems In most of post-tensioning systems, when the cable is tensioned and the jack is released to transfer prestress to concrete, the fricti
A 16-pile group has to be arranged in the form of a square in soft clay with uniform spacing. Neglecting end-bearing, verify the optimum value of the spacing of the piles in terms
State the maximum amount of resistance in a pole The maximum amount of resistance in a pole is generally required at the base and, so, the maximum cross sectional area is requi
Reason of loading on alternative spans to obtain maximum positive moment in a span of a continuous beam To attain a maximum sagging moment in a span of a continuous beam, gene
Determine the Statements about Unit Area or Borrow Pit? Ans: I. Sometimes called Average Depth II. Works well for volumes for building sites and surface mines III. Needs
Ask question #Minimum 100E. The regulations and specifications that followed for compaction works for earth dam in Oman words accepted#
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: +1-415-670-9521
Phone: +1-415-670-9521
Email: [email protected]
All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd