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Which structural failure mode became a critical limitation for Roman ballista effectiveness with increased bowstring tension?

A)Frame splitting from tensile stress
B)Winch slippage due to cable stretch
C)Torsion spring fatigue from repeated impacts
D)Projectile yawing from skewed release

💡 Explanation

When bowstring tension increases, tensile stresses on the frame become excessive, causing frame splitting along grain boundaries because of the inherent weakness of wood under tension. Therefore, frame splitting becomes a key failure, rather than winch slippage, spring fatigue, or projectile yawing, which depend on different mechanisms.

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