For the post-tensioned beam shown in the figure find the maximum usable moment capacity at midspan. Aps 10(0.153 in²)= 1.53 in² 20'-0" 110" 16" 4" 40'-0" Section 2-1" 6" 24" 4-#10 (As 5.08 in²) -c.g.c. Material Properties: fc = 5 ksi fpu = 270 ksi fy = 60 ksi
For the post-tensioned beam shown in the figure find the maximum usable moment capacity at midspan. Aps 10(0.153 in²)= 1.53 in² 20'-0" 110" 16" 4" 40'-0" Section 2-1" 6" 24" 4-#10 (As 5.08 in²) -c.g.c. Material Properties: fc = 5 ksi fpu = 270 ksi fy = 60 ksi
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![For the post-tensioned beam shown in the figure find the maximum usable moment
capacity at midspan.
Aps =10(0.153 in²) = 1.53 in²
20'-0"
110"
16"
4"
40'-0"
Section
2-1"
6"
24"
4-#10
(As 5.08 in²)
-c.g.c.
Material Properties:
fc = 5 ksi
fpu = 270 ksi
fy = 60 ksi](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F137eea72-1889-4423-8499-0ba3956e946c%2F919b6efc-7997-4a92-81a2-db2622dd70d3%2F9sjgvkg_processed.jpeg&w=3840&q=75)
Transcribed Image Text:For the post-tensioned beam shown in the figure find the maximum usable moment
capacity at midspan.
Aps =10(0.153 in²) = 1.53 in²
20'-0"
110"
16"
4"
40'-0"
Section
2-1"
6"
24"
4-#10
(As 5.08 in²)
-c.g.c.
Material Properties:
fc = 5 ksi
fpu = 270 ksi
fy = 60 ksi
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