Skip to main content

Table 3 Various specifications for the average flexural crack width.

From: Experimental Investigation on Flexural Crack Control for High-Strength Reinforced-Concrete Beam Members

Specifications

Average/maximum

Recommended equations

ACI-318 (2014)

Average spacing

\( 1.5\sqrt {d_{c}^{2} + \left( {\frac{s}{2}} \right)^{2} } \)

AIJ (2010)

Average spacing

\( 2\left( {\frac{{c_{b} + c_{s} }}{2} + \frac{s}{10}} \right) + 0.1\frac{{\phi_{b} }}{{p_{e} }} \)

JSCE (2007)

Maximum spacing

\( 1.1k_{1} k_{2} k_{3} [4c + 0.7(s - \phi_{b} )] \)

CEB-fib Model Code (2010)

Maximum spacing

\( 2 \times \left( {k \times c + \frac{1}{4} \times \frac{{f_{ctm} }}{{\tau_{bms} }} \times \frac{{\phi_{b} }}{{\rho_{s,ef} }}} \right) \)