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Which 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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