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.-

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.5.1P

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