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The document outlines modification factors for various structural elements according to ACI standards, including beams (0.35), columns (0.70), flat slabs (0.25), and walls (0.70 uncracked, 0.35 cracked). It also specifies a modification factor of 0.50 for post-tensioned slabs as per DM requirements. Additionally, it provides a calculation for the maximum deflection of a simple supported beam with a specific load and span, resulting in a maximum deflection of 21.70 mm.

Author

aramos

Language

EN