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← HistoryWhich consequence results when inadequate lateral support causes masonry arch deformation?
A)Vault cracking from induced tension✓
B)Accelerated creep under compression
C)Excessive shear stress in spandrel
D)Reduced material void cohesion strength
💡 Explanation
Tensile stress leads to cracking in a masonry arch if lateral support is absent, initiating a deformation cycle through hoop tension, because keystone displacement becomes eccentric; therefore, vault cracking appears at hinges via concentrated forces, rather than homogenous compression.
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