CONFERENCE PROCEEDINGS
6th INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVIL ENGINEERING 2018 , 2018.y., pp. 43-53
FIRE RESISTANCE OF RC SLABS ACCORDING TO ACI/TMS 216.1 AND EC2 – POSSIBILITY FOR COMPARISON -
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| DOI: 10.14415/konferencijaGFS2018.003 |
| UDC: 614.84:624.012.45 |
| CC-BY-SA 4.0 license |
| Author : Džidić, Sanin |
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| | Summary: |
| | RC slabs are the most sensitive concrete elements to the effects of fire in
comparison to all other reinforced concrete elements. Therefore, this research focuses
on determining the fire resistance of RC slabs using Method for Determining Fire
Resistance of Slabs EN 1992-1-2:2004, Eurocode 2, Design of Concrete Structures, Part
1-2: Structural Fire Design (Simplified Method for Beams and Slabs) and ACI/TMS
216.1 – Code for Determining Fire Resistance of Concrete and Masonry Construction
Assemblies. A fire action to RC slabs is modeled using standard fire ISO 834-1 for EN
1991-1-2 and ASTM E 119 for ACI/TMS 216.1. This research considers determining fire
resistance of simply supported RC slabs of different spans and different depths with
variations of concrete cover. |
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| | Keywords: |
| | RC slabs, Fire resistance, Concrete cover |
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