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 fbot at midspan. (MPa), consider sign convention (- for compression, + for tension) 5 kN/m EXCLUD In6 SELFWEI6HT 300 = P- P=300 kN ISM 400 木 de= 24 IN m3 N.A. 800 70
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 fbot at midspan. (MPa), consider sign convention (- for compression, + for tension) 5 kN/m EXCLUD In6 SELFWEI6HT 300 = P- P=300 kN ISM 400 木 de= 24 IN m3 N.A. 800 70
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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 fbot at midspan. (MPa), consider sign convention (- for compression, + for
tension)
5 KN/m EXCLUD In6
SELFWEIGHT
300 = P
P=300 kN
ISM
オ
400
de =24 IN
m3
N.A.
800
70 T](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa9b8fade-878e-4658-9107-a5d0780c46d2%2F69c0edf0-e479-401a-ae02-74ae0d764c28%2Fzrap03_processed.jpeg&w=3840&q=75)
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 fbot at midspan. (MPa), consider sign convention (- for compression, + for
tension)
5 KN/m EXCLUD In6
SELFWEIGHT
300 = P
P=300 kN
ISM
オ
400
de =24 IN
m3
N.A.
800
70 T
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