1. Assuming the concrete is uncracked, compute the bending stresses in the extreme fibers of the beam at M = 275 kN-m. 2. Determine the cracking moments for the sections. shown if f'c = 28 MPa. 3. Compute the flexural stresses in the concrete and steel for the beams shown using the transformed- area method at M = 275 kN-m.

1. Assuming the concrete is uncracked, compute the bending stresses in the extreme fibers of the beam at M = 275 kN-m. 2. Determine the cracking moments for the sections. shown if f'c = 28 MPa. 3. Compute the flexural stresses in the concrete and steel for the beams shown using the transformed- area method at M = 275 kN-m.

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.5.15P

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