Slab Design Eurocode Example 224R 2 ACI COMMITTEE REPORT Chapter 5 Long term effects on cracking p 224R 24 5 1 Introduction 5 2 Effects of long term loading
SP 17M 14 The Reinforced Concrete Design Handbook 3 2 Slab types 3 3 General comparison of slab types 3 4 Design and construction variables 3 5 Conclusion Chapter 4 Soil support systems for slabs on ground p 360R 8
Slab Design Eurocode Example
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Strength and ductility of slab column connections subjected to concentric punching or punching combined with moment Stud assemblies consisting of either a single head stud attached to a 8 3 1 Minimum slab thickness 8 3 2 Calculated deflection limits 8 3 3 Reinforcement strain limit in nonprestressed slabs 8 3 4 Stress limits in prestressed slabs 8 4 Required strength
Building Code Requirements for American Concrete Institute 4 9 Sawcut depth in slab on ground Section 5 Cast in place concrete at interface with precast concrete except tilt up concrete p 117 45 5 1 Deviation from elevation cast in place
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55 and 70 MPa for the slab and 8000 psi for columns and walls The concrete modulus of elasticity E c was computed per Section 8 5 1 of ACI 318 113 E c 57 000 f c D 1 Interior column slab connection p 21 D 2 Edge column slab connection p 23 D 3 Corner column slab connection p 24 D 4 Prestressed slab column connection p 26
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224R 2 ACI COMMITTEE REPORT Chapter 5 Long term effects on cracking p 224R 24 5 1 Introduction 5 2 Effects of long term loading
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Slab Design Eurocode Example - Strength and ductility of slab column connections subjected to concentric punching or punching combined with moment Stud assemblies consisting of either a single head stud attached to a
