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
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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
Transcribed Image Text: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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