HeavyCivil
Structural
- Aug 5, 2009
- 184
In double checking the development lengths and class a lap-splice lengths for a particular project I calculated the lengths out for each condition encountered on that job and tabulated the results (IE enter table with bar size, coating, conc strength and cover and scroll across to Ld).
In checking out CRSI tabulated lengths upon the suggestion of a superior I have noted that CRSI's Lds differ from values obtained using ACI 318 12.2.3 .
CRSI shows larger lengths for smaller bars but does show some reduced lengths for larger bars.
Can anyone shed light on this?
In checking out CRSI tabulated lengths upon the suggestion of a superior I have noted that CRSI's Lds differ from values obtained using ACI 318 12.2.3 .
CRSI shows larger lengths for smaller bars but does show some reduced lengths for larger bars.
Can anyone shed light on this?