SIMILARITY in figure (b) we get,\(\frac{\TEXT{c}}{\text{t}/\text{m}}=\frac{\text{n}}{\text{d}-\text{n}}\)\(\frac{\text{m}\times \text{c}}{\text{t}}=\frac{\text{n}}{\text{d}-\text{n}}\)Where,c: maximum stress in concretet: maximum stress in steelm: modular ratio = \(\frac{{{\text{E}}_{\text{s}}}}{{{\text{E}}_{\text{c}}}}\)n: depth of neutral AXISD: EFFECTIVE depth of the beam

"> SIMILARITY in figure (b) we get,\(\frac{\TEXT{c}}{\text{t}/\text{m}}=\frac{\text{n}}{\text{d}-\text{n}}\)\(\frac{\text{m}\times \text{c}}{\text{t}}=\frac{\text{n}}{\text{d}-\text{n}}\)Where,c: maximum stress in concretet: maximum stress in steelm: modular ratio = \(\frac{{{\text{E}}_{\text{s}}}}{{{\text{E}}_{\text{c}}}}\)n: depth of neutral AXISD: EFFECTIVE depth of the beam

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In a doubly-reinforced beam, if c and t are stresses in concrete and tension reinforcement, d is the effective depth and n is the depth of critical neutral axis n, the following relationship holds good

Prestressed Concrete Structures Beams And Slabs in Prestressed Concrete Structures 7 months ago

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From the SIMILARITY in figure (b) we get,\(\frac{\TEXT{c}}{\text{t}/\text{m}}=\frac{\text{n}}{\text{d}-\text{n}}\)\(\frac{\text{m}\times \text{c}}{\text{t}}=\frac{\text{n}}{\text{d}-\text{n}}\)Where,c: maximum stress in concretet: maximum stress in steelm: modular ratio = \(\frac{{{\text{E}}_{\text{s}}}}{{{\text{E}}_{\text{c}}}}\)n: depth of neutral AXISD: EFFECTIVE depth of the beam

Posted on 21 Nov 2024, this text provides information on Prestressed Concrete Structures related to Beams And Slabs in Prestressed Concrete Structures. Please note that while accuracy is prioritized, the data presented might not be entirely correct or up-to-date. This information is offered for general knowledge and informational purposes only, and should not be considered as a substitute for professional advice.

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