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8 <br /> • Evaluate changes in applied loads because of changes in damping(higher)and vibration <br /> characteristics (longer period)due to cracking. <br /> • Evaluate the ultimate moment and shear capacities along the height of Portal 3 structure, <br /> considering the cracked response <br /> Task 05008—Update Technical Memorandum <br /> URS will update the technical memorandum developed in Task 05006, to include the analysis <br /> results and findings from the Phase 05B work. <br /> 31 <br />