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← TechnologyWhich bending risk proportionally rises when steel I-beams experience prolonged compressive stress?
A)Lateral torsional buckling✓
B)Web crippling resistance
C)Flange local buckling torque
D)Shear stress proportionality
💡 Explanation
Prolonged compressive loads exacerbate initial imperfections, triggering lateral torsional buckling, because this instability causes sideways deflection and twisting, rather than only local yielding like web crippling; therefore, buckling risk increases as stresses accumulate.
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