Cart (0)
- No items in cart.
Total
$0
There is a technical issue about last added item. You can click "Report to us" button to let us know and we resolve the issue and return back to you or you can continue without last item via click to continue button.
Not a subscriber? Register for a trial account.
Already a subscriber? 
MADCAD.com Free Trial
Sign up for a 3 day free trial to explore the MADCAD.com interface, PLUS access the
2009 International Building Code to see how it all works.
If you like to setup a quick demo, let us know at support@madcad.com
or +1 800.798.9296 and we will be happy to schedule a webinar for you.
| Email * | |
| Password * | |
| Confirm * | |
| First Name * | |
| Last Name * | |
| Title | |
| Company Name * | |
| Company Size * | |
| Industry * | |
| Address * | |
| Address 2 | |
| City * | |
| State * |
Zip *
|
| Country * | |
| Phone * | |
| How did you hear about MADCAD.com? * |
|
Reset password
Enter your personal account email address to request
a password reset:
a password reset:
Reset password
Enter your account email address to request
a password reset:
a password reset:
Security check
Please login to your authorized staff account to use this feature.
Are you sure you want to empty the cart?
Report To Us
Contact us for a custom quote
⨯To continue with accurate pricing,
please select your company type below:
⨯We need your input!
Are you a code official in a jurisdiction with less than 300,000 population?
⨯ We need your input!
⨯We need your input!
Are you an existing Madcad user?
If so, please login to continue with the free items in your cart.
⨯We need your input!
This bundle includes subscribed items.
Download File
eLibrary >
BS EN 1996-1-1:2022 - TC Tracked Changes. Eurocode 6. Design of masonry structures - General rules for reinforced and unreinforced masonry structures >
Expand All
TOC Search:
BS EN 1996-1-1:2022 - TC Tracked Changes. Eurocode 6. Design of masonry structures - General rules for reinforced and unreinforced masonry structures, 2023
- 30479411
- A-30392662 [Go to Page]
- undefined
- 1 Scope
- 2 Normative references
- 3 Terms, definitions and symbols [Go to Page]
- 3.1 Terms and definitions [Go to Page]
- 3.1.1 Terms relating to masonry
- 3.1.2 Terms relating to strength of masonry
- 3.1.3 Terms relating to masonry units
- 3.1.4 Terms relating to concrete infill
- 3.1.5 Terms relating to reinforcement
- 3.1.6 Terms relating to ancillary components
- 3.1.7 Terms relating to mortar joints
- 3.1.8 Terms relating to mortar
- 3.1.9 Terms relating to wall types
- 3.1.10 Miscellaneous terms
- 3.2 Symbols
- 4 Basis of design [Go to Page]
- 4.1 General rules [Go to Page]
- 4.1.1 Basic requirements
- 4.1.2 Reliability
- 4.1.3 Durability
- 4.2 Principles of limit state design
- 4.3 Basic variables [Go to Page]
- 4.3.1 Actions
- 4.3.2 Material, and product properties
- 4.4 Verification by the partial factor method [Go to Page]
- 4.4.1 Design values of actions
- 4.4.2 Design values of material properties
- 4.4.3 Combination of actions
- 4.4.4 Ultimate limit states
- 4.4.5 Serviceability limit states
- 4.5 Design assisted by testing
- 5 Materials [Go to Page]
- 5.1 Masonry units [Go to Page]
- 5.1.1 Type of masonry units
- 5.1.2 Specification and grouping of masonry units
- 5.1.3 Properties of masonry units
- 5.2 Mortar [Go to Page]
- 5.2.1 Type of masonry mortar
- 5.2.2 Specification of masonry mortar
- 5.2.3 Compressive strength of masonry mortar
- 5.3 Concrete infill [Go to Page]
- 5.3.1 Type of concrete infill
- 5.3.2 Specification of concrete infill
- 5.3.3 Properties of concrete infill
- 5.4 Steel reinforcement [Go to Page]
- 5.4.1 Type of reinforcing steel
- 5.4.2 Specification of reinforcing steel
- 5.4.3 Properties of bed joint reinforcement
- 5.5 Prestressing systems [Go to Page]
- 5.5.1 General
- 5.5.2 Properties of prestressing steel
- 5.6 Ancillary components [Go to Page]
- 5.6.1 Damp proof courses
- 5.6.2 Wall ties
- 5.6.3 Straps, hangers and brackets
- 5.6.4 Prefabricated lintels
- 5.7 Mechanical properties of masonry [Go to Page]
- 5.7.1 Characteristic compressive strength of masonry [Go to Page]
- 5.7.1.1 General
- 5.7.1.2 Characteristic compressive strength of non-shell bedded masonry
- 5.7.1.3 Characteristic compressive strength of non-shell bedded masonry, based on tests
- 5.7.1.4 Characteristic compressive strength of non-shell bedded masonry, based on rules
- 5.7.1.5 Characteristic compressive strength of shell bedded masonry
- 5.7.2 Characteristic shear strength of masonry [Go to Page]
- 5.7.2.1 General
- 5.7.2.2 Characteristic initial shear strength
- 5.7.2.3 Characteristic friction coefficient
- 5.7.3 Characteristic shear strength of the interface between masonry and prefabricated lintel
- 5.7.4 Characteristic flexural strength of masonry
- 5.7.5 Characteristic anchorage strength of reinforcement
- 5.8 Deformation properties of masonry [Go to Page]
- 5.8.1 Stress-strain relationship
- 5.8.2 Modulus of elasticity
- 5.8.3 Shear modulus
- 5.8.4 Creep, moisture expansion or shrinkage and thermal expansion
- 6 Durability [Go to Page]
- 6.1 General
- 6.2 Classification of environmental conditions
- 6.3 Durability of masonry [Go to Page]
- 6.3.1 Masonry units
- 6.3.2 Mortar
- 6.3.3 Reinforcing steel
- 6.3.4 Prestressing steel
- 6.3.5 Prestressing devices
- 6.3.6 Ancillary components
- 6.4 Masonry below ground
- 7 Structural analysis [Go to Page]
- 7.1 General
- 7.2 Structural behaviour in accidental situations (other than fire)
- 7.3 Imperfections
- 7.4 Second order effects
- 7.5 Analysis of structural members [Go to Page]
- 7.5.1 Masonry walls subjected to mainly vertical loading [Go to Page]
- 7.5.1.1 General
- 7.5.1.2 Slenderness ratio of masonry walls
- 7.5.1.3 Effective height of masonry walls
- 7.5.1.4 Effective thickness of masonry walls
- 7.5.2 Unreinforced masonry walls subjected to mainly vertical loading
- 7.5.3 Reinforced masonry members subjected to mainly vertical loading [Go to Page]
- 7.5.3.1 Slenderness ratio limit for reinforced masonry walls
- 7.5.3.2 Effective span of reinforced masonry beams (except deep beams)
- 7.5.3.3 Deep reinforced masonry beams subjected to vertical loading
- 7.5.3.4 Composite lintels subjected to vertical loading
- 7.5.3.5 Redistribution of internal forces
- 7.5.3.6 Limiting span of reinforced masonry beams
- 7.5.4 Confined masonry walls subjected to mainly vertical loading
- 7.5.5 Masonry walls subjected to in-plane horizontal loading
- 7.5.6 Reinforced masonry beams subjected to flexure and shear
- 7.5.7 Masonry walls subjected to mainly lateral loading [Go to Page]
- 7.5.7.1 General
- 7.5.7.2 Calculation of applied moment
- 7.5.7.3 Dimensions
- 8 Ultimate limit states [Go to Page]
- 8.1 General
- 8.2 Verification of unreinforced masonry walls subjected to mainly vertical loading [Go to Page]
- 8.2.1 General
- 8.2.2 Reduction factor for slenderness and eccentricity
- 8.2.3 Concentrated loads
- 8.3 Verification of unreinforced masonry walls subjected to combined vertical and horizontal loading in the plane of the wall [Go to Page]
- 8.3.1 In-plane shear resistance
- 8.3.2 Compressed part of the wall
- 8.4 Verification of unreinforced masonry walls subjected to mainly lateral loading [Go to Page]
- 8.4.1 Loading types
- 8.4.2 Walls in flexure
- 8.4.3 Walls arching between supports
- 8.4.4 Out-of-plane shear resistance
- 8.5 Verification of unreinforced masonry walls subjected to combined vertical and lateral loading [Go to Page]
- 8.5.1 General
- 8.5.2 Method using Φ factor
- 8.5.3 Method taking buckling and flexural strength into account
- 8.5.4 Method using the out-of-plane bending capacity of the wall
- 8.6 Ties
- 8.7 Verification of reinforced masonry members subjected to bending, bending and axial loading, or axial loading [Go to Page]
- 8.7.1 General
- 8.7.2 Walls subjected to in-plane bending or in-plane bending and axial loading
- 8.7.3 Walls subjected to out-of-plane bending or out-of-plane bending and axial loading
- 8.7.4 Walls subjected to second order effects
- 8.7.5 Beams subjected to bending
- 8.7.6 Deep beams subjected to bending
- 8.7.7 Composite lintels subjected to bending
- 8.8 Verification of reinforced masonry members subjected to shear loading [Go to Page]
- 8.8.1 General
- 8.8.2 Walls subjected to horizontal loads in the plane of the wall
- 8.8.3 Beams subjected to shear loading
- 8.8.4 Deep beams subjected to shear loading
- 8.8.5 Composite lintels subjected to shear loading
- 8.9 Prestressed masonry [Go to Page]
- 8.9.1 General
- 8.9.2 Verification of members
- 8.10 Confined masonry [Go to Page]
- 8.10.1 General
- 8.10.2 Verification of confined masonry walls subjected to mainly vertical loading
- 8.10.3 Verification of confined masonry walls subjected to combined vertical and horizontal loading in the plane of the wall [Go to Page]
- 8.10.3.1 In-plane shear resistance
- 8.10.3.2 In-plane bending resistance
- 8.10.4 Verification of confined masonry walls subjected to other loading conditions
- 9 Serviceability limit states [Go to Page]
- 9.1 General
- 9.2 Unreinforced masonry walls
- 9.3 Reinforced masonry members
- 9.4 Prestressed masonry members
- 9.5 Confined masonry members
- 9.6 Walls subjected to concentrated loads
- 10 Detailing [Go to Page]
- 10.1 Masonry details [Go to Page]
- 10.1.1 Masonry materials
- 10.1.2 Minimum thickness of wall
- 10.1.3 Minimum area of wall
- 10.1.4 Bonding of masonry [Go to Page]
- 10.1.4.1 Manufactured units
- 10.1.4.2 Dimensioned natural stone units
- 10.1.5 Mortar joints
- 10.1.6 Bearings under concentrated loads
- 10.2 Reinforcement details [Go to Page]
- 10.2.1 General
- 10.2.2 Cover to reinforcement
- 10.2.3 Minimum area of reinforcement
- 10.2.4 Size of reinforcing steel
- 10.2.5 Anchorage and laps [Go to Page]
- 10.2.5.1 Anchorage of tension and compression reinforcing steel
- 10.2.5.2 Lapping of reinforcing steel
- 10.2.5.3 Anchorage of shear reinforcing steel
- 10.2.5.4 Curtailment of tension reinforcing steel
- 10.2.6 Restraint of compression reinforcing steel
- 10.2.7 Spacing of reinforcing steel
- 10.3 Prestressing details
- 10.4 Confined masonry details
- 10.5 Connection of walls [Go to Page]
- 10.5.1 Connection of walls to floors and roofs [Go to Page]
- 10.5.1.1 General
- 10.5.1.2 Connection by straps
- 10.5.1.3 Connection by frictional resistance
- 10.5.1.4 Ring ties and ring beams
- 10.5.2 Connection between walls [Go to Page]
- 10.5.2.1 Intersections
- 10.5.2.2 Cavity and veneer walls
- 10.5.2.3 Double-leaf and collar jointed walls
- 10.6 Chases and recesses on walls [Go to Page]
- 10.6.1 General
- 10.6.2 Vertical chases and recesses
- 10.6.3 Horizontal and inclined chases
- 10.7 Damp proof courses
- 10.8 Thermal and long term movement
- 11 Execution [Go to Page]
- 11.1 General
- 11.2 Design of structural members
- 11.3 Loading of masonry
- Annex A (informative)Consideration of partial factor for materials relating to execution [Go to Page]
- A.1 Use of this Informative Annex
- A.2 Scope and field of application
- A.3 General
- Annex B (informative)Method for calculating the second order effect [Go to Page]
- B.1 Use of this Informative Annex
- B.2 Scope and field of application
- B.3 Total moment including second order effects
- Annex C (informative)Simplified methods for calculating the out-of-plane eccentricity of loading on walls [Go to Page]
- C.1 Use of this Informative Annex
- C.2 Scope and field of application
- C.3 Eccentricity with reinforced concrete floors
- C.4 Eccentricity with timber floors
- Annex D (informative)Bending moment coefficients, α2, in single leaf laterally loaded wall panels [Go to Page]
- D.1 Use of this Informative Annex
- D.2 Scope and field of application
- Annex E (informative)Limiting height and length to thickness ratios for unreinforced walls and walls with only bed joint reinforcement under the serviceability limit state [Go to Page]
- E.1 Use of this Informative Annex
- E.2 Scope and field of application
- E.3 Limiting height and length to thickness ratios
- Annex F (informative)Capacity reduction factor for slenderness and eccentricity [Go to Page]
- F.1 Use of this Informative Annex
- F.2 Scope and field of application
- F.3 Reduction factor Φm for masonry walls subjected to mainly vertical loading (expressed as a function of eccentricity)
- F.4 Reduction factor ΦM for masonry walls subjected to combined vertical and lateral loading (expressed as a function of normal load ratio)
- Annex G (informative)Adjustment of lateral load for walls supported on three or four edges subjected to out-of-plane horizontal loading and vertical loading [Go to Page]
- G.1 Use of this Informative Annex
- G.2 Scope and field of application
- G.3 Calculation of the reduction factor for the lateral load
- Annex H (informative)Reinforced masonry members subjected to shear loading: enhancement of the design shear strength of masonry, fvd [Go to Page]
- H.1 Use of this Informative Annex
- H.2 Scope and field of application
- H.3 Calculation of the design shear strength of masonry, fvd
- Annex I (informative)A design method for complex shaped members subjected to mainly vertical loading [Go to Page]
- I.1 Use of this Informative Annex
- I.2 Scope and field of application [Go to Page]
- I.2.1 General
- I.2.2 Geometrical considerations
- I.2.3 Masonry units
- I.3 Design of complex shaped members
- Annex J (informative)Method for walls under combined lateral and vertical loading taking buckling due to vertical loading and flexural strength into account [Go to Page]
- J.1 Use of this Informative Annex
- J.2 Scope and field of application
- J.3 Verifications
- Annex K (informative)Mean material properties [Go to Page]
- K.1 Use of this Informative Annex
- K.2 Scope and field of application
- K.3 Mechanical properties of masonry [Go to Page]
- K.3.1 Mean compressive strength
- K.3.2 Mean shear strength of masonry [Go to Page]
- K.3.2.1 General
- K.3.2.2 Mean initial shear strength
- K.3.2.3 Mean friction coefficient
- K.3.3 Mean flexural strength of masonry
- K.4 Deformation properties of masonry [Go to Page]
- K.4.1 Stress-strain relationship
- K.4.2 Modulus of elasticity
- K.4.3 Shear modulus [Go to Page]
Copyright 2025 Compu-tecture, Inc.
All Rights Reserved.
About Us /
Careers /
support@madcad.com /
1.800.798.9296