Example 3 AT-shaped simply supported beam has the crass stetion shown in Figure PL4. It has a span of 36 t (11 m), is loaded with a gravity live-load unit intensity W-2500 plt (365 kN), and is prestressed with tweive 1-la-dia (tweive 12.7-mm-dia) seven-wire stress-relieved stranda. Compuie the con- crete fiber stresses at service load
Example 3 AT-shaped simply supported beam has the crass stetion shown in Figure PL4. It has a span of 36 t (11 m), is loaded with a gravity live-load unit intensity W-2500 plt (365 kN), and is prestressed with tweive 1-la-dia (tweive 12.7-mm-dia) seven-wire stress-relieved stranda. Compuie the con- crete fiber stresses at service load
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![Example 3
AT-shaped simply supported beam has the crass Section shown in Figure PL.4, It has a span of 36 t
(11 m), is loaded with a gravity live-load unit intensily W, - 2,500 plt (365 kN), and is prestressed
with twelve 1-in,-dia (Iweive 12.7-mm-dia) seven-wire stress-relieved strands. Compute the con-
crete fiber stresses at service load
le- 34 3 Mpa
lei- 25 MPa
e- 244 nn
1138 MPa
The section properties:
25.4mm
-MPa
r-ly Ac- mm2
CA JI3.722 NT.
763 mm
S- 4.885 ot 7 mn
S 3.456e+7 rvr.
Wp- 7.662 kN. (Including s.w)
Hy- 36.5 kN/m
Aps= 12 12.7 mwn (7 wire strands)
(Answer: 10.5 MPa. 0.36MPa,
762mm
609 6 mm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F34c6ad71-1cb1-4495-9f89-ab98067e26b4%2F71c29792-4b87-429b-9651-1a81c54036ac%2Fkolqlh7_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Example 3
AT-shaped simply supported beam has the crass Section shown in Figure PL.4, It has a span of 36 t
(11 m), is loaded with a gravity live-load unit intensily W, - 2,500 plt (365 kN), and is prestressed
with twelve 1-in,-dia (Iweive 12.7-mm-dia) seven-wire stress-relieved strands. Compute the con-
crete fiber stresses at service load
le- 34 3 Mpa
lei- 25 MPa
e- 244 nn
1138 MPa
The section properties:
25.4mm
-MPa
r-ly Ac- mm2
CA JI3.722 NT.
763 mm
S- 4.885 ot 7 mn
S 3.456e+7 rvr.
Wp- 7.662 kN. (Including s.w)
Hy- 36.5 kN/m
Aps= 12 12.7 mwn (7 wire strands)
(Answer: 10.5 MPa. 0.36MPa,
762mm
609 6 mm
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