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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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