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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 F 2 No. 8 No. 3 at 10 in. 2 No. 9 -8 ft 3 in. +6 11 6 in. 3 ft 8 in. -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 F 2 No. 8 No. 3 at 10 in. 2 No. 9 -8 ft 3 in. +6 11 6 in. 3 ft 8 in. -5 ft 6 in. No. 3 at 6 in -2 No. 8 1 ft No. 3 at 10 in.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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 fc-4000 psi, fy=60000 psi, MN-337.5 K-Ft. and Vu=46.5 K -6 in. -2 No. 9 F 2 No. 8 No. 3 at 10 in. 2 No. 9 8 ft 3 in. +6 ft 6 in. 3 ft 8 in. -5 ft 6 in. No. 3 at 6 in -2 No. 8 1 ft No. 3 at 10 in.
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 fc-4000 psi, fy=60000 psi, MN-337.5 K-Ft. and Vu=46.5 K -6 in. -2 No. 9 F 2 No. 8 No. 3 at 10 in. 2 No. 9 8 ft 3 in. +6 ft 6 in. 3 ft 8 in. -5 ft 6 in. No. 3 at 6 in -2 No. 8 1 ft No. 3 at 10 in.
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