TY  - GEN
AU  - Basu, Nilanjan
TI  - Performance of steel members in fire 
U1  - 624.1821 
PY  - 2009///
CY  - Kolkata
PB  - Institute for Steel Development and Growth (INSDAG)
KW  -  
N1  - CONTENTS
1. Objectives
1.    Basic Objectives 7-8
1.1   Previous Studies
2. Performance of Steel in Fire 9-19
2.	Behaviour of Structural Steel in Fire
Traditional Fire Resistance
Real Building Behaviour
The Cardington & Storey Frame Project
Single Beam Behaviour
3-Dimensional Beam/Floor Behaviour
Implications for Modern Steel Framed Composite Floor Construction
Towards Performance Based Solutions
Two Storey Buildings
TallerBuildings
Initial Recommendations
3. Code Stipulations      21-29
3.    Performance with Respect to Code
3.1	Physical properties of Structural Steel
Introduction
Strength Retention of Steel
Critical Temperatures of Steel Members
Members in Tension
Members in Bending
Classification of Cross-Sections in Bending
Isolated Class 1 or 2 Members
Beams Supporting Concrete Slabs
Bolts and Welds
Inspection and Appraisal
Re-use of Unprotected Sections
4. Fire Design of Structure     31-36
5. The test                       37-64
6. Conclusion       65
7.Bibliography       67-69










ER  -