The typical T-section results from the monolithic construction of the sla and its supporting beams. The following are the properties based on bending requirements: Effective flange width bf = 648 mm Slab thickness, t = 92 mm Web width, bw = 282 mm Total depth, h = 689 mm Bottom reinforcement = 10-Ø25 mm Steel cover = 75 mm f'c = 25.79 MPa fy = 414 MPa Ico unit weight 3

The typical T-section results from the monolithic construction of the sla and its supporting beams. The following are the properties based on bending requirements: Effective flange width bf = 648 mm Slab thickness, t = 92 mm Web width, bw = 282 mm Total depth, h = 689 mm Bottom reinforcement = 10-Ø25 mm Steel cover = 75 mm f'c = 25.79 MPa fy = 414 MPa Ico unit weight 3

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.8.8P

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