In Precede under "member edit for grouted tubulars there is an error.
In Precede the grout E is specified in KSI, but in the listing file it is multiplied this 1000 causing a great over estimate of strength. I verified this in joint strength checks for grouted tubular members.
In Datagen under the group card the elastic modulus for the concrete/grout doesn't have any units attached and steel's E and G are designated by E*1000 and G*1000 but the units are labeled as psi. These units are not incorrect, they should be ksi.
I am using version 5.7