awcivil
Civil/Environmental
- Oct 13, 2008
- 5
Can anyone explain the difference between CDX (and OSB) panels and Structural 1 panels. Is there a difference in allowable shear values in the NDS Table 4.3A? If so, which values should be used for CDX and OSB? Also, why is it that contractor want to use these types of materials? I assume cost but is there another?