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

Cross sectional leveling, Brief explanation about cross sectional leveling

Brief explanation about cross sectional leveling

Longitudinal sections, how do you get a formation level

how do you get a formation level

#title.Mr., What are the Desirable Characteristics of a Pavement in highway...

What are the Desirable Characteristics of a Pavement in highway engineering

Differential calculus, what are its basics?

what are its basics?

Reason of skin reinforcement for deep beams, Question What is reason of sk...

Question What is reason of skin reinforcement for deep beams ? Answer In BS8110, it declares that secondary reinforcement have to be provided for beams greater than 750mm deep

BONDS, ADVANTAGE OF FLEMISH BOND

ADVANTAGE OF FLEMISH BOND

Rivet, cold driven rivet

cold driven rivet

Structures, What is the economic span of a bridge

What is the economic span of a bridge

Stress strain curves, stress strain curves for any materials with an explan...

stress strain curves for any materials with an explanation

Assignment help job, Can I apply for "online assignment help job" for civil...

Can I apply for "online assignment help job" for civil engineering,physics & maths etc?

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