Computer · Design of Concrete Structures
In a cantilever reinforced concrete (RCC) beam where the compression zone is NOT laterally supported and the code-prescribed slenderness limits for lateral restraint are exceeded, which structural condition is most likely to govern the flexural capacity of the beam?
- 1Critical moment M cr due to lateral-torsional instability✓
- 2Shear cracking near the support
- 3Reversal of stress
- 4Development length failure at the fixed end
Correct answer
Critical moment M cr due to lateral-torsional instability
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