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In the context of torsion design, how is a beam idealized according to the text?
After cracking in torsion, what primarily provides the torsional resistance in a reinforced concrete beam?
What part of the cross section is assumed to provide resistance in the thin-walled tube analogy for torsion design?
How are both hollow and solid sections idealized in torsion design according to the text?
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What provides the primary torsional resistance in the thin-walled tube analogy for both hollow and solid sections?
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In torsion design, the idealization of a beam as a thin-walled tube is based on which analogy?
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When a reinforced concrete beam has cracked in torsion, where is the primary source of torsional resistance located according to the thin-walled tube analogy?
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How are hollow and solid sections typically idealized in torsion design according to the text?
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Which component is neglected in the thin-walled tube analogy for torsion design?
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After cracking in torsion, what primarily contributes to the torsional resistance in a reinforced concrete beam?
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