A simple yet accurate method of analyzing creep in uncracked reinforced and prestressed concrete members is presented which makes use of the aging coefficient to calculate so-called "creep- transformed" cross-sectional properties. With these properties time-dependent stresses, deformations and statically indeterminate forces are calculated in a quasi-elastic analysis. This method is particularly advantageous or members with multiple layers of prestressed and/or non-prestressed steel and for composite beams.
