20' 26' 34' 26' 15' Results of Preliminary Analysis: Slab thickness: 9 in Beam dimensions: 14 x31 Exterior columns: 14 x18 Interior columns: 16 x22 Loads: Exterior beams: Interior beams: LL=0.72 kips/ft DL=1.85 kips/ft LL=0.83 kips/ft DL=2.10 kips/ft Wind and Earthquake loads are specified in the appendix. Tutorial Session Notes This tutorial provides the basic steps of performing a frame analysis using SAP It is based on the design project example shown below, the complete solution of which is provided as a handout.
