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International Journal of Concrete Structures and Materials

Table 3 Identity and parameters of RCC beams.

From: Growth of Time-Dependent Strain in Reinforced Cement Concrete and Pre-stressed Concrete Flexural Members

Identity No. of sample Span (mm)  % Area of Asc % Area of Ast
B1Fe1 02 1,000 0.32 0.48
B1Fe2 02 1,000 0.32 0.64
B2Fe2 02 2,000 0.32 0.64
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