About this document
Modification Factors and Deflection Limits by aramos is a document available to read on EtoBox.
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