When modal analysis is done in Sap2000, T = 0.518. In this case, when the single mode repulsion analysis is performed, the base shear force-ceiling displacement values for the + X and -X direction are given below.
The plastic joint results at the lower end of the column at the intersection of 1-A axes are given below.
The plastic joint results at the lower end of the column at the intersection of 2-A axes are given below.
The plastic hinge results at the lower end of the column at the intersection of 2-D axes are given below.
