Transcription of Precast Concrete Floors in Steel Framed Buildings
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Precast Concrete Floors in Steel Framed Buildings
June 2018 Precast Concrete Floors in Steel Framed Buildings Precast Concrete Floors in Steel Framed Buildings i CONTENTS 1 INTRODUCTION 1 2 SLAB DESIGN 1 End Preparation of Hollowcore Planks 2 Minimum Bearing 3 Allowance for Non-Rigid Supports 4 Diaphragm Action 5 Shear resistance of grouted joints 5 Perimeter reinforcement at floor edges 6 Beam transverse reinforcement 6 Fire Resistance 7 3 BEAM DESIGN 8 Practical Considerations 8 Minimum beam width 8 Edge beams 9 Beam Design Construction Stage 9 Beam Design Normal Stage 11 Shear studs 12 Effective flange width 12 Longitudinal shear and transverse reinforcement 13 Bending resistance 13 Serviceability conditions 14 4 DISPROPORTIONATE COLLAPSE 15 Introduction 15 Design Aspects 16 Typical Details for Hollowcore Floors 17 GLOSSARY 19 REFERENCES 20 FURTHER READING 21 The contents of this technical guidance document formed the basis of three
BS EN 1992-1-1 [3]. Consequently, the reinforcement in the structural topping must be designed for both bending and diaphragm actions. Clause 10.9.3 of BS EN 1992-1-1 explains the principles of how a precast floor can be designed to act as a diaphragm. 2.1 …
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