Composite Structures of Steel and Concrete: Beams, Slabs, Columns, and Frames for Buildings, Third Edition by R. P. Johnson.
Contents of Composite Structures of Steel and Concrete
- Chapter 2. Introduction
- Composite beams and slabs
- Composite columns and frames
- Design philosophy and the Eurocodes
- Background
- Limit state design philosophy
- Basis of design, and actions
- Resistances
- Combinations of actions
- Comments on limit state design philosophy
- Properties of materials
- Direct actions (loading)
- Methods of analysis and design
- Chapter 2. Shear connection
- Simply-supported beam of rectangular cross-section
- No shear connection
- Full interaction
- Uplift
- Methods of shear connection
- Bond
- Shear connectors
- Shear connection for profiled steel sheeting
- Properties of shear connectors
- Stud connectors used with profiled steel sheeting
- Partial interaction
- Effect of slip on stresses and deflections
- Longitudinal shear in composite slabs
- The m–k or shear-bond test
- Chapter 3. Simply-supported composite slabs and beams
- Example: layout, materials and loadings
- Composite floor slabs
- Resistance of composite slabs to sagging bending
- Resistance of composite slabs to longitudinal shear
- Resistance of composite slabs to vertical shear
- Punching shear
- Bending moments from concentrated point and line loads
- Serviceability limit states for composite slabs
- Fire resistance
- Partial safety factors for fire
- Design action effects for fire
- Thermal properties of materials
- Design methods for resistance to fire
- Simple calculation model for unprotected composite slab
- Example: composite slab
- Profiled steel sheeting as shuttering
- Composite slab – flexure and vertical shear
- Composite slab – longitudinal shear
- Local effects of point load
- Composite slab – serviceability
- Composite slab – fire design
- Comments on the design of the composite slab
- Composite beams – sagging bending and vertical shear
- Effective cross-section
- Classification of steel elements in compression
- Resistance to sagging bending
- Cross-sections in Class or
- Cross-sections in Class or
- Resistance to vertical shear
- Composite beams – longitudinal shear
- Critical lengths and cross-sections
- Ductile and non-ductile connectors
- Transverse reinforcement
- Design rules for transverse reinforcement in solid slabs
- Transverse reinforcement in composite slabs
- Detailing rules
- Stresses, deflections and cracking in service
- Elastic analysis of composite sections in sagging bending
- The use of limiting span-to-depth ratios
- Effects of shrinkage of concrete and of temperature
- Vibration of composite floor structures
- Prediction of fundamental natural frequency
- Response of a composite floor to pedestrian traffic
- Fire resistance of composite beams
- Example: simply-supported composite beam
- Composite beam – full-interaction flexure and
- vertical shear
- Composite beam – partial shear connection, and transverse reinforcement
- Composite beam – deflection and vibration
- Deflection
- Vibration
- Composite beam – fire design
- Chapter 4. Continuous beams and slabs, and beams in frames
- Hogging moment regions of continuous composite beams
- Classification of sections, and resistance to bending
- General
- Plastic moment of resistance
- Elastic moment of resistance
- Vertical shear, and moment-shear interaction
- Longitudinal shear
- Lateral buckling
- Elastic critical moment
- Buckling moment
- Use of bracing
- Cracking of concrete
- No control of crack width
- Control of restraint-induced cracking
- Control of load-induced cracking
- Global analysis of continuous beams
- General
- Elastic analysis
- Redistribution of moments in continuous beams
- Example: redistribution of moments
- Corrections for cracking and yielding
- Rigid-plastic analysis
- Stresses and deflections in continuous beams
- Design strategies for continuous beams
- Example: continuous composite beam
- Data
- Flexure and vertical shear
- Lateral buckling
- Shear connection and transverse reinforcement
- Check on deflections
- Control of cracking
- Continuous composite slabs
- Chapter 5. Composite columns and frames
- Composite columns
- Beam-to-column joints
- Properties of joints
- Classification of joints
- Design of non-sway composite frames
- Imperfections
- Elastic stiffnesses of members
- Method of global analysis
- First-order global analysis of braced frames
- Actions
- Eccentricity of loading, for columns
- Elastic global analysis
- Rigid-plastic global analysis
- Outline sequence for design of a composite
- braced frame
- Example: composite frame
- Data
- Design action effects and load arrangements
- Simplified design method of EN, for columns
- Fire resistance, and detailing rules
- Properties of column lengths
- Relative slenderness
- Resistance of a cross-section to combined
- compression and uni-axial bending
- Verification of a column length
- Design action effects, for uni-axial bending
- Bi-axial bending
- Transverse and longitudinal shear
- Concrete-filled steel tubes
- Example: external column
- Action effects
- Properties of the cross-section, and y-axis slenderness
- Resistance of the column length, for major-axis bending
- Checks on shear
- Example (continued): internal column
- Example (continued): design for horizontal forces
- Example (continued): nominally-pinned joint to external column
