360R-26
ACI COMMITTEE REPORT
1. Joint effectiveness for 7 in. (180 mm) thick slabs is
reduced to 60% at an opening width of 0.025 in. (0.6 mm);
2. Joint effectiveness for 9 in. (230 mm) thick slabs is
reduced to 60% at an opening width of 0.035 in. (0.9 mm);
3. Three values of foundation bearing support were used.
The
values used were k = 89, 145, and 452 lb/in.
3
(24,200,
39,400, and 123,000 kN/m
3
). Joint effectiveness was
increased with increases in foundation bearing value
k; and
4. Joint effectiveness increased with increased aggregate
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