About this document

ComFlor 60 Composite Slab Design Report by phamducquang is a document available to read on EtoBox.

This document provides the results of a structural analysis of a composite floor slab with ComFlor 60/0.75/G550 decking profile. The analysis found that the section is adequate under construction, normal, and fire conditions. Under construction loading, the slab passed checks for shear resistance, bending resistance, and combined effects. At the serviceability limit state, the support interaction check also passed. Maximum self weight deflection of 2.58mm was found to be satisfactory.

Author

phamducquang

Language

EN