Estimate prestress losses, Civil Engineering

Assignment Help:

Given:

beam deminsions:
flange width=22"
FLANGE THICKNESS=7"
WEB WIDTH=7"
SECTION HEIGHT=40"

f'c=5000psi
f'ci=3500psi
fpu=270ksi
Ap=eighteen 1/2" diam strands
superimposed load=.85k/ft: 40' simple span
Type I cement; moist cured
Pretensioned beam

Required:

1. Estimate prestress losses at midspan 90 days after release. (elastic shortening,creep,shrinkage,steel relaxation)

Related Discussions:- Estimate prestress losses

Types of surveys and investigations, Types of Surveys and Investigations: ...

Types of Surveys and Investigations: For preparing a good road project, the following surveys and investigations are needed: (a) Traffic Surveys (b) Topogr

Grade of concrete., Assignment Topic grade of concrete

Assignment Topic grade of concrete

Kerb overflow weirs – horizontal bars vs. vertical bars, Q. Kerb overflow w...

Q. Kerb overflow weirs – horizontal bars vs. vertical bars? Overflow weirs must be provided for steep roads (longitudinal gradient>5%), flat roads (longitudinal gradient Ess

Determine the nature of the soil, Determine the nature of the soil A gl...

Determine the nature of the soil A glass cylinder 5 cm internal diameter and with a screen at the bottom was used as a falling head permeameter. The thickness of the sample was

Concrete technology, water cement ratio

water cement ratio

Determine the geometrical parameters for layout, Q. A crossover is to be la...

Q. A crossover is to be laid between two parallel B. G. tracks at 4.725 m centers by using 52 kg, 1 in 8½ and 1 in 12 turnouts. For this layout, i. Determine the main geometrica

Spatial structures loading, Spatial Structures Loading Dead load D...

Spatial Structures Loading Dead load Dead loads include the weight of permanent components such as elements and spheres weight, casing weight, false ceiling weight and uti

Factors affecting location decision, Factors Affecting Location Decision: ...

Factors Affecting Location Decision: Mining, quarrying and heavy manufacturing have capital intensive facilities that are costly to build and cover large area and use large q

Finite element, beam

beam

Structures, Derivation of Moment-Area Method

Derivation of Moment-Area Method

Write Your Message!

Name

Email id

Message

Verfication Code

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!

Submit Assignment

User Account

All Pages