Inelastic Analysis and Moment Redistribution

What is the assumption made in limit analysis for reinforced concrete framed structures?

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What is the method of analysis suitable for ultimate limit state with plastic rotations occurring at the most stressed sections?

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Explain the importance of the moment-curvature relationship in reinforced concrete structures.

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Describe the behavior of a reinforced concrete cross-section in the elastic range.

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What is the curvature formula for the uncracked beam in the elastic range of loading?

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How is the cracked, elastic neutral axis distance determined?

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What process is adopted to find the total concrete compressive force and the location of its centroid in the inelastic range of loading?

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What happens when a plastic hinge forms in a determinate structure?

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What are the two reasons for the limit state of collapse in a structure with a hinge at the plastic hinge location?

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In the behavior of an indeterminate beam, what load causes the structure to convert into a mechanism?

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