are given in Figure 1. (a) Does this section satisfy the curvature ductility requirement of µ ≥ 8. (b) Briefly indicate two possible design modifications by which the ductility of a reinforced concrete section can be improved. Ey Yield Ec= 0.002 Øy Eu = 0.004 d 18 Es = 10ɛy Failure Figure 1: Strain Profiles fy = 460 MPa Es= € 200 GPa

are given in Figure 1. (a) Does this section satisfy the curvature ductility requirement of µ ≥ 8. (b) Briefly indicate two possible design modifications by which the ductility of a reinforced concrete section can be improved. Ey Yield Ec= 0.002 Øy Eu = 0.004 d 18 Es = 10ɛy Failure Figure 1: Strain Profiles fy = 460 MPa Es= € 200 GPa

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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