L5 - Strength design under flexural loading v1

L5 - Strength design under flexural loading v1 -...

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COMMONWEALTH OF AUSTRALIA Copyright Regulations 1969 WARNING This material has been reproduced and communicated to you by or on behalf of the University of Sydney pursuant to Part VB of the Copyright Act 1968 (the Act). The material in this communication may be subject to copyright under the Act. Any further reproduction or communication of this material by you may be the subject of copyright protection under the Act. Do not remove this notice.
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CIVL 3205: Daniel Dias-da-Costa 1 COMMONWEALTH OF AUSTRALIA : This material has been reproduced and communicated to you by or on behalf of the University of Sydney pursuant to Part VB of the Copyright Act 1968 (the Act). The material in this communication may be subject to copyright under the Act. Any further reproduction or communication of this material by you may be the subject of copyright protection under the Act. 1 Strength design under flexural loading CIVL 3205/9205 CONCRETE STRUCTURES 1 March 2016 Daniel Dias-da-Costa COMMONWEALTH OF AUSTRALIA : This material has been reproduced and communicated to you by or on behalf of the University of Sydney pursuant to Part VB of the Copyright Act 1968 (the Act). The material in this communication may be subject to copyright under the Act. Any further reproduction or communication of this material by you may be the subject of copyright protection under the Act. 2 COMMONWEALTH OF AUSTRALIA : This material has been reproduced and communicated to you by or on behalf of the University of Sydney pursuant to Part VB of the Copyright Act 1968 (the Act). The material in this communication may be subject to copyright under the Act. Any further reproduction or communication of this material by you may be the subject of copyright protection under the Act. Strength design under flexural loading Flexural behaviour until failure 3 COMMONWEALTH OF AUSTRALIA : This material has been reproduced and communicated to you by or on behalf of the University of Sydney pursuant to Part VB of the Copyright Act 1968 (the Act). The material in this communication may be subject to copyright under the Act. Any further reproduction or communication of this material by you may be the subject of copyright protection under the Act. Strength design under flexural loading Flexural behaviour until failure Stages in development of curvature: ‘elastic’ uncracked section ‘elastic’ cracked section onset of yield of reinforcement strain-softening section ultimate strength limit state post ultimate strength state 4 COMMONWEALTH OF AUSTRALIA : This material has been reproduced and communicated to you by or on behalf of the University of Sydney pursuant to Part VB of the Copyright Act 1968 (the Act). The material in this communication may be subject to copyright under the Act. Any further reproduction or communication of this material by you may be the subject of copyright protection under the Act.
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