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Thornton Tomasetti 9 of 234 <br />h <br />I.....VAVA/,4 <br />A <br />ETABS ANALYSIS SUMMARY: <br />- COLUMN AXIAL-BIAXIAL BENDING DEMAND-CAPACITY RATIOS <br />- COLUMN SHEAR DEMAND-CAPACITY RATIOS <br />- MAXIMUM DAMPER AXIAL FORCE <br />- LEVEL 3 DRIFTS <br />- PERIMETER MOMENT FRAME BEAM FLEXURAL CAPACITY <br />- EXPECTED ORIGINAL FOUNDATION DEMANDS FROM UBC 1961