1. A BEAM WITH WIDTH B=300 MM AND DEPTH D=600 MM IS TO BE PRE-STRESSED. CONSIDERINGA 15% PRE-STRESS LOSS, COMPUTE THE VALUE OF THE FINAL PRE-STRESSING FORCE P ANDECCENTRICITY E.A. IF THE COMPRESSIVE STRESS AT TOP AND BOTTOM IS 21 MPA.B. IF THE COMPRESSIVE STRESS AT THE BOTTOM FIBER IS 12 MPA AND THE TENSILE STRESS ATTHE TOP FIBER IS 2 MPA.C. IF THE COMPRESSIVE STRESS AT THE TOP FIBER IS 16MPA AND ZERO AT THE BOTTOMFIBERS.

Given:- The width of the beam (B) = 300 mm The depth of the beam (D) = 600 mm The pre-stress loss =…

1. A BEAM WITH WIDTH B=300 MM AND DEPTH D=600 MM IS TO BE PRE-STRESSED. CONSIDERING A 15% PRE-STRESS LOSS, COMPUTE THE VALUE OF THE FINAL PRE-STRESSING FORCE P AND ECCENTRICITY E. A. IF THE COMPRESSIVE STRESS AT TOP AND BOTTOM ISs 21 MPA. B. IF THE COMPRESSIVE STRESS AT THE BOTTOM FIBER IS 12 MPA AND THE TENSILE STRESS AT THE TOP FIBER IS 2 MPA. C. IF THE COMPRESSIVE STRESS AT THE TOP FIBER IS 16MPA AND ZERO AT THE BOTTOM FIBERS.

1. A BEAM WITH WIDTH B=300 MM AND DEPTH D=600 MM IS TO BE PRE-STRESSED. CONSIDERING A 15% PRE-STRESS LOSS, COMPUTE THE VALUE OF THE FINAL PRE-STRESSING FORCE P AND ECCENTRICITY E. A. IF THE COMPRESSIVE STRESS AT TOP AND BOTTOM ISs 21 MPA. B. IF THE COMPRESSIVE STRESS AT THE BOTTOM FIBER IS 12 MPA AND THE TENSILE STRESS AT THE TOP FIBER IS 2 MPA. C. IF THE COMPRESSIVE STRESS AT THE TOP FIBER IS 16MPA AND ZERO AT THE BOTTOM FIBERS.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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