Problem#1) For the post-tensioned beam shown in the figure find the maximum usable moment capacity at midspan. - Aps = 10(0.153 in²) = 1.53 in? – c.g.c 4" -4-#10 20'-0" (As = 5.08 in²)
Problem#1) For the post-tensioned beam shown in the figure find the maximum usable moment capacity at midspan. - Aps = 10(0.153 in²) = 1.53 in? – c.g.c 4" -4-#10 20'-0" (As = 5.08 in²)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![Problem#1)
For the post-tensioned beam shown in the figure find the maximum usable moment
capacity at midspan.
- Aps = 10(0.153 in³) = 1.53 in?
- c.g.c.
4"
-4-#10
20'-0"
(As = 5.08 in?)
40'-0"
110"
Material Properties:
fe = 5 ksi
fpu = 270 ksi
fy = 60 ksi
6"
24"
16"
Section](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F65ecd26f-ae3f-4728-8d0d-8ccb51920ba0%2F4e87c13a-2df5-458a-a826-388ae1c42b1b%2Fgk4qyb_processed.png&w=3840&q=75)
Transcribed Image Text:Problem#1)
For the post-tensioned beam shown in the figure find the maximum usable moment
capacity at midspan.
- Aps = 10(0.153 in³) = 1.53 in?
- c.g.c.
4"
-4-#10
20'-0"
(As = 5.08 in?)
40'-0"
110"
Material Properties:
fe = 5 ksi
fpu = 270 ksi
fy = 60 ksi
6"
24"
16"
Section
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