Considering the effects of the prestressing forces (assume no loss) and the working loads(include the selfweight of the beam). Calculate the stress indicated below.Calculate ftop at the ends. (MPa), consider sign convention (- for compression, + fortension)Skw/m EXCLUD in6SELFWEI6HT300 =PP=300 kNISMオ400片de = 24 INm3N.A.80070

ering the effects of the prestressing forces (assume no loss) and the working lo e the selfweight of the beam). Calculate the stress indicated below. te ftop at the ends. (MPa), consider sign convention (- for compression, + for Š KN/m EXCLUDIN6 SELFWEIGHT 300 = P P= 300 kN

ering the effects of the prestressing forces (assume no loss) and the working lo e the selfweight of the beam). Calculate the stress indicated below. te ftop at the ends. (MPa), consider sign convention (- for compression, + for Š KN/m EXCLUDIN6 SELFWEIGHT 300 = P P= 300 kN

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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Question

Considering the effects of the prestressing forces (assume no loss) and the working loads
(include the selfweight of the beam). Calculate the stress indicated below.
Calculate ftop at the ends. (MPa), consider sign convention (- for compression, + for
tension)
Skw/m EXCLUD in6
SELFWEI6HT
300 =P
P=300 kN
ISM
オ
400
片
de = 24 IN
m3
N.A.
800
70

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