600 150 150 Refer to the figure shown. Given are the following: Unit weight of concrete = 24 kN/m² fe' - 35 MPa fre 820 MPa fpu " 1,350 MPa Aps - 1,200 mm? foy - 1.080 MPa Beam is a simple span and have a length - 30 m. Use unbonded tendons as prestressed reinforcement. Determine the value of fay. (MPa) 00L
600 150 150 Refer to the figure shown. Given are the following: Unit weight of concrete = 24 kN/m² fe' - 35 MPa fre 820 MPa fpu " 1,350 MPa Aps - 1,200 mm? foy - 1.080 MPa Beam is a simple span and have a length - 30 m. Use unbonded tendons as prestressed reinforcement. Determine the value of fay. (MPa) 00L
Materials Science And Engineering Properties
1st Edition
ISBN:9781111988609
Author:Charles Gilmore
Publisher:Charles Gilmore
Chapter12: Composite Materials
Section: Chapter Questions
Problem 12.7P: Estimate the transverse tensile strength of the concrete in Problem 12.6.
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Question
![600
150
150
Refer to the figure shown.
Given are the following:
Unit weight of concrete = 24 kN/m
fc' = 35 MPa
fse = 820 MPa
fpu - 1,350 MPa
Aps = 1,200 mm?
%3D
fpy - 1,080 MPa
Beam is a simple span and have a length = 30 m.
Use unbonded tendons as prestressed
reinforcement.
Determine the value of fas. (MPa)
00L
50,](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F251d61c1-3d56-45a1-abd5-f247a65db117%2F240cc6df-72f5-4492-8305-108157cbb428%2Fgovqkzo_processed.png&w=3840&q=75)
Transcribed Image Text:600
150
150
Refer to the figure shown.
Given are the following:
Unit weight of concrete = 24 kN/m
fc' = 35 MPa
fse = 820 MPa
fpu - 1,350 MPa
Aps = 1,200 mm?
%3D
fpy - 1,080 MPa
Beam is a simple span and have a length = 30 m.
Use unbonded tendons as prestressed
reinforcement.
Determine the value of fas. (MPa)
00L
50,
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