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eLibrary > ISO 15673:2016 Guidelines for the simplified design of structural reinforced concrete for buildings >

ISO 15673:2016 Guidelines for the simplified design of structural reinforced concrete for buildings, 2016

Foreword
Introduction
1 Scope
2 Normative references
3 Terms and definitions
4 Symbols and abbreviated terms
4.1 Symbols
4.2 Abbreviated terms
5 Design and construction procedure
5.1 Procedure
5.1.1 Step A
5.1.2 Step B
5.1.3 Step C
5.1.4 Step D
5.1.5 Step E
5.1.6 Step F
5.1.7 Step G
5.1.8 Step H
5.1.9 Step I
5.1.10 Step J
5.1.11 Step K
5.2 Design documentation
5.2.1 General
5.2.2 Calculation memoir
5.2.3 Geotechnical report
5.2.4 Structural drawings
5.2.5 Specifications
6 General guides
6.1 Limitations
6.1.1 Occupancy
6.1.2 Maximum number of stories
6.1.3 Maximum area per floor
6.1.4 Maximum story height
6.1.5 Maximum span length
6.1.6 Maximum difference in span length
6.1.7 Minimum number of spans
6.1.8 Maximum cantilever span
6.1.9 Maximum slope for slabs, girders, beams and joists
6.1.10 Maximum slope of the terrain
6.1.11 Distance between centre of mass and centre of rigidity
6.2 Limit states
6.3 Ultimate limit state design format
6.3.1 General
6.3.2 Required factored strength
6.3.3 Design strength
6.4 Serviceability limit state design format
7 Specific guides
7.1 Structural systems and layout
7.1.1 Description of the components of the structure
7.1.2 General programme
7.1.3 Structural layout
7.1.4 Feasibility under the guidelines
8 Actions (loads)
8.1 General
8.1.1 Load factors and load combinations
8.1.2 Mass of materials
8.1.3 Dead loads
8.1.4 Live loads
8.1.5 Specified snow load
8.1.6 Specified wind forces
8.1.7 Specified earthquake forces
8.1.8 Seismic design base shear
9 General reinforced concrete requirements
9.1 General
9.2 Additional requirements
9.3 Materials for reinforced concrete
9.3.1 General
9.3.2 Cement
9.3.3 Aggregates
9.3.4 Water
9.3.5 Steel reinforcement
9.3.6 Admixtures
9.3.7 Storage of materials
9.3.8 Minimum and maximum reinforcement bar diameter
9.3.9 Concrete mixture specification
9.3.10 Concrete cover to reinforcement
9.3.11 Minimum reinforcement bend diameter
9.3.12 Standard hook dimensions
9.3.13 Bar spacing and maximum aggregate size
9.3.14 Maximum nominal coarse aggregate size
9.3.15 Minimum clear spacing between parallel bars in a layer
9.3.16 Minimum clear spacing between parallel layers of reinforcement
9.3.17 Minimum clear spacing between longitudinal bars in columns
9.3.18 Clear spacing between parallel lap splices
9.3.19 Maximum flexural reinforcement spacing in solid slabs
9.3.20 Maximum shrinkage and temperature reinforcement spacing in solid slabs
9.3.21 Maximum reinforcement spacing in structural concrete walls
9.3.22 Special details per element type
9.4 Development length, lap splicing and anchorage of reinforcement
9.4.1 Development length
9.4.2 Lap splice dimensions
9.4.3 Minimum standard hook anchorage distance
9.5 Limits for longitudinal reinforcement
9.5.1 General
9.5.2 Solid slabs and footings
9.5.3 Girders, beams and joists
9.5.4 Columns
9.5.5 Structural concrete walls
9.6 Minimum amounts of transverse reinforcement
9.6.1 General
9.6.2 Slabs
9.6.3 Girders, beams and joists
9.6.4 Columns
9.6.5 Structural concrete walls
9.7 Strength of members subjected to bending moments
9.7.1 General
9.7.2 Factored bending moment at section
9.7.3 Minimum design bending moment strength
9.7.4 Design moment strength for rectangular sections with tension reinforcement only
9.7.5 Use of compression reinforcement in girders, beams, and joists
9.7.6 T-beam effect
9.8 Strength of members subjected to shear stresses
9.8.1 General
9.8.2 Factored shear
9.8.3 Design shear strength
9.8.4 Beam-action shear
9.8.5 Two-way action shear (punching shear) in solid slabs and footings
10 Floor systems
10.1 Types of floor systems
10.1.1 General
10.1.2 Slab-on-girder system
10.1.3 Description of the basic system
10.1.4 Joist systems
10.2 Criteria for the selection of the floor system
10.3 Guides for structural integrity
10.3.1 General
10.3.2 Perimeter girders in slab-and-girder and joist systems
10.3.3 Other beams and girders
10.3.4 Joists
10.4 One-way and two-way slabs and load path
10.4.1 General
10.4.2 One-way behaviour
10.4.3 Two-way behaviour
10.4.4 Floor system load path
10.5 Minimum depth for elements of the floor system
10.5.1 General
10.5.2 Solid one-way slabs supported by girders, beams, joists, or structural walls
10.5.3 Girders, beams and one-way joists supporting the slab
10.5.4 Two-way slabs supported by girders, beams, or structural concrete walls
10.6 Initial trial dimensions for the floor system
11 Solid slabs supported on girders, beams, joists or structural concrete walls
11.1 General
11.2 Design load definition
11.2.1 Loads to be included
11.2.2 Dead load and live load
11.2.3 Factored design loads
11.3 Details of reinforcement
11.3.1 General
11.3.2 Shrinkage and temperature reinforcement
11.3.3 Positive flexural reinforcement
11.3.4 Negative flexural reinforcement
11.3.5 Shear reinforcement
11.3.6 Corner reinforcement
11.4 Top thin solid slab that spans between joists
11.4.1 Dimensional guidelines
11.4.2 Factored bending moment
11.4.3 Reinforcement
11.4.4 Shear strength verification
11.4.5 Calculation of the reactions on the joists
11.5 Cantilevers of slabs supported on girders, beams or walls
11.5.1 Dimensional guidelines
11.5.2 Factored negative bending moment
11.5.3 Reinforcement
11.5.4 Shear verification
11.5.5 Calculation of reactions on the supports
11.6 One-way one-span solid slabs spanning between girders, beams, or structural concrete walls
11.6.1 Dimensional guidelines
11.6.2 Factored bending moment
11.6.3 Longitudinal flexural reinforcement
11.6.4 Shear verification
11.6.5 Calculation of the reactions on the supports
11.7 One-way solid slabs supported on girders, beams, or walls, with two or more spans
11.7.1 Dimensional guidelines
11.7.2 Factored bending moment
11.7.3 Longitudinal flexural reinforcement
11.7.4 Shear verification
11.7.5 Calculation of reactions on the supports
11.8 Two-way solid slabs spanning between girders, beams, or structural concrete walls
11.8.1 Dimensional guides
11.8.2 Factored flexural moment
11.8.3 Longitudinal flexural reinforcement
11.8.4 Shear verification
11.8.5 Calculation of the reactions on the supports
12 Girders, beams and joists
12.1 General
12.2 Design load definition
12.2.1 Loads to be included
12.2.2 Factored design loads
12.3 Details of reinforcement
12.3.1 General
12.3.2 Transverse reinforcement
12.3.3 Positive flexural reinforcement
12.3.4 Negative flexural reinforcement
12.3.5 Joists and beams supported on girders
13 Columns
13.1 General
13.2 Design load definition
13.2.1 Loads to be included
13.2.2 Dead load and live load
13.2.3 Factored design loads
13.3 Dimensional guidelines
13.3.1 General
13.3.2 Limiting section dimensions
13.3.3 Distance between lateral supports
13.3.4 Column built monolithically with wall
13.4 Details of reinforcement
13.4.1 General
13.4.2 Longitudinal reinforcement
13.4.3 Transverse reinforcement
13.5 Flexural design guidelines
13.5.1 Factored loads
13.5.2 Initial trial cross-section dimensions and longitudinal reinforcement
13.6 Shear design guidelines
13.6.1 Factored shear
13.6.2 Shear strength verification
13.6.3 Biaxial shear strength verification
13.7 Strength of members subjected to axial loads with or without flexure
13.7.1 General
13.7.2 Combined factored axial load and factored bending moment
13.7.3 Design strength for axial compression
13.7.4 Balanced strength for axial compression with flexure
14 Structural concrete walls
14.1 General
14.2 Design load definition
14.2.1 Loads to be included
14.2.2 Dead load and live load
14.2.3 Lateral design load
14.2.4 Factored design load
14.3 Dimensional guidelines
14.3.1 General
14.3.2 Limiting dimensions
14.4 Details of reinforcement
14.4.1 General
14.4.2 Number of curtains of reinforcement
14.4.3 Vertical reinforcement
14.4.4 Horizontal reinforcement
14.4.5 Structural concrete wall reinforcement in seismic zones
14.5 Flexural design guidelines
14.5.1 Required factored loads
14.5.2 Initial trial vertical reinforcement
14.5.3 Required factored moment strength verification
14.6 Shear guides
14.6.1 Factored shear
14.6.2 Shear strength verification
14.7 Calculation of reactions at the foundation
14.7.1 Load reaction
14.7.2 Moment reaction
15 Foundations
15.1 Dimensioning of the foundation elements
15.2 Footings
15.2.1 Footings supporting circular or regular polygon-shaped columns or pedestals
15.2.2 Moment in footings
15.2.3 Shear in footings
15.2.4 Development of reinforcement in footings
15.2.5 Minimum footing depth
15.2.6 Transfer of forces at base of column, wall or reinforced pedestal
15.2.7 Sloped or stepped footings
15.3 Foundation mats
15.4 Footings on piles
15.4.1 General
15.4.2 Anchorage of reinforcement
15.4.3 Maximum axial stresses
15.4.4 Minimum reinforcement ratios and lengths
15.5 Foundation beams
15.5.1 Dimensional guidelines
15.5.2 Longitudinal reinforcement
15.5.3 Transverse reinforcement
15.6 Retaining walls
15.6.1 Lateral earth pressure
15.6.2 Types of retaining walls
15.6.3 Types of retaining wall failures
15.6.4 Static pressures on retaining walls
15.6.5 Seismic pressures on retaining walls
15.6.6 General requirements for retaining walls
15.6.7 Details of reinforcement
16 Lateral load resisting system
16.1 General
16.2 Specified lateral forces
16.2.1 General
16.2.2 Lateral forces included
16.3 Lateral force resisting structural system
16.3.1 General
16.4 Minimum amount of structural concrete walls
16.4.1 General
16.4.2 Wall area guideline for shear strength
16.4.3 Wall dimensions guideline for lateral stiffness
16.5 Special reinforcement details for seismic zones
16.5.1 General
16.5.2 Girders of frames
16.5.3 Columns
16.5.4 Joints
16.5.5 Walls
17 Nonstructural walls
Annex A (informative) Equivalent formulae for material factors [Go to Page]

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ISO 15673:2016 Guidelines for the simplified design of structural reinforced concrete for buildings, 2016

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