For a simply supported prestressed concrete bearn, cormpute the stress in the top fiber atthe location of its maximumn moment due to initial prestressing force and service loads.Properties of the beam are: Width of the bean, b: 341 mn; Depth of the bearn, d: 457mm; Concrete cover of the beam, cc: 57 mm; Prestressing Force, P: 552 KN3;Superimposed Load, w: 11 KN/m; Length of the bearn, L: 10 m. Stress is in unit MPa. Writeonly the value of your final answer.w (including selfweight)P.

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For a simply supported prestressed concrete bearn, compute the stress in the top fiber at the location of its maximum moment due to initial prestressing force and service loads. Properties of the bean are: Width of the beam, b: 341 mm; Depth of the bearn, d: 457 mm; Concrete cover of the beam, cc: 57 mnm; Prestressing Force, P: 552 KN; Šuperimposed Load, w: 11 KN/m; Length of the bearn, L: 10 m. Stress is in unit MPa. Write only the value of your final answer. w (including selfweight) P P. 000

For a simply supported prestressed concrete bearn, compute the stress in the top fiber at the location of its maximum moment due to initial prestressing force and service loads. Properties of the bean are: Width of the beam, b: 341 mm; Depth of the bearn, d: 457 mm; Concrete cover of the beam, cc: 57 mnm; Prestressing Force, P: 552 KN; Šuperimposed Load, w: 11 KN/m; Length of the bearn, L: 10 m. Stress is in unit MPa. Write only the value of your final answer. w (including selfweight) P P. 000

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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