ACI 318-99
The only difference pertaining to foundation design between ACI 318-95 and ACI 318-99 is the change to Section 11.2.1, involving the use of for lightweight concrete in the equations in Sections 11.5.4.3, 11.5.6.9, and 11.12.3.2.
The only difference pertaining to foundation design between ACI 318-95 and ACI 318-99 is the change to Section 11.2.1, involving the use of for lightweight concrete in the equations in Sections 11.5.4.3, 11.5.6.9, and 11.12.3.2.