For the 12 in. X 24 in. beam section shown, does the positive moment reinforcing steel shown at the exterior support meet the required development length? Use f'c-4000 psi, fy=60000 psi, MN=337.5 K-Ft. and Vu=46.5 K -6 in. -2 No. 9 2 No. 8 2 No. 9 No. 3 at 10 in.- 8 ft 3 in. +6 11 6 in. 3 ft 8 in. 4-5 ft 6 in.- No. 3 at 6 in. -2 No. 8 -1 ft No. 3 at 10 in.-
For the 12 in. X 24 in. beam section shown, does the positive moment reinforcing steel shown at the exterior support meet the required development length? Use f'c-4000 psi, fy=60000 psi, MN=337.5 K-Ft. and Vu=46.5 K -6 in. -2 No. 9 2 No. 8 2 No. 9 No. 3 at 10 in.- 8 ft 3 in. +6 11 6 in. 3 ft 8 in. 4-5 ft 6 in.- No. 3 at 6 in. -2 No. 8 -1 ft No. 3 at 10 in.-
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:For the 12 in. X 24 in. beam section shown, does the positive moment reinforcing
steel shown at the exterior support meet the required development length? Use
f'c-4000 psi, fy=60000 psi, MN-337.5 K-Ft. and Vu=46.5 K
-6 in.
2 No. 9
2 No. 8
2 No. 9
-No. 3 at 10 in.-
-8 ft 3 in.-
+6 ft 6 in.-
3 ft 8 in.
4-5 ft 6 in.-
No. 3 at 6 in.
-2 No. 8
- 1 ft
No. 3 at 10 in.-
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