Pre-stressing work, Civil Engineering

Assignment Help:

Under which situation shall engineers use jacking in agreement end only and from both ends in pre-stressing work?


Related Discussions:- Pre-stressing work

Measurements, Explain the concept of average velocity

Explain the concept of average velocity

Treatment plant - sewer construction, Treatment plant - sewer construction:...

Treatment plant - sewer construction: Problem: How many kg of primary and secondary dry solids needs to be processed daily from the treatment plant? Solution An a

Moment of Inertia of a T Beam, Calculate the moment of inertia and section ...

Calculate the moment of inertia and section modulus (top and bottom of the beam) about the z-axis of the beam cross section of Fig.

High strength friction grip bolts and normal bolts, High strength friction ...

High strength friction grip (HSFG) bolts vs. normal bolts HSFG bolts have the following benefits when compared with normal bolts: (i)  Performance of preloaded HSFG bolts u

Design a sanitary branch sewer, Q. For what capacity would you design a san...

Q. For what capacity would you design a sanitary branch sewer to serve a section having a population of 12500 persons with a rate of supply of 135 Liters. Ans.- Average flow

Pumps, largest centrifugal pumps

largest centrifugal pumps

Water supply, give a short description about water supply system

give a short description about water supply system

12/5/2013 6:27:14 AM

Throughout pre-stressing operation at one end, frictional losses resolve occur and pre-stressing force decreases along a length of tendon until reaching other end. These frictional losses include a friction induced due to change of curvature of tendon duct and also shake effect due to deviation of duct alignment from a centreline. Therefore, pre stress force in the mid-span or at another end would be greatly reduced in case frictional loss is high. Consequently, pre stressing, from both ends for single span for example pre stressing one-half of total tendons at one finish and remaining half at another end is carried out to allow an even distribution and to provide symmetry of pre-stress force along structure.


In actuality, stress at one end only has the potential benefit of lower price when compared with stressing from both ends. For multiple spans as in two spans with not the same span length, jacking is usually approved out at an end of a longer span so to provide a higher pre stress force at location of maximum positive moment. On opposing, jacking from an end of shorter span will be conducted if a negative moment at intermediate support controls pre stress force. However, if total span length is sufficiently long, jacking from the both ends has to be considered.

Write Your Message!

Captcha
Free Assignment Quote

Assured A++ Grade

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!

All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd