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Which structural phenomenon limited the maximum span of Roman concrete arches?

A)Tensile failure within concrete spans
B)Shear stress along the arch's keystone
C)Creep deformation causing arch flattening
D)Thermal expansion generating excessive stress

💡 Explanation

When arch span increases, tensile forces at the base increase because the arch undergoes bending, potentially leading to cracking within concrete if tensile capacity is exceeded. Therefore tensile failure results, rather than shear, creep or thermal stress effects which require different material properties and loading conditions.

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