<![CDATA[Civil Engineering Association - British Standards (BS)]]>

<![CDATA[Civil Engineering Association - British Standards (BS)]]> https://forum.civilea.com/ Thu, 09 Apr 2026 06:39:51 +0000 MyBB <![CDATA[BS EN 1993-1-8 Eurocode 3. Design of steel structures - Joints]]> https://forum.civilea.com/thread-58486.html Tue, 04 Feb 2025 14:42:02 +0200 poolmand]]> https://forum.civilea.com/thread-58486.html BS EN 1993-1-8:2024 Eurocode 3. Design of steel structures - Joints

(1) EN 1993‑1‑8 provides rules for structural design of joints subject to predominantly static loading using all steel grades from S235 up to and including S700, unless otherwise stated in individual clauses.
NOTE As an alternative to the design rules provided in Clause 9, the design rules given in CEN/TS 1993‑1‑8011 “Eurocode 3: Design of steel structures — Part 1-801: Hollow section joints design according to the component method” can be used.

(2) The provisions in this document apply to steels complying with the requirements given in EN 1993‑1‑1 and to material thickness greater than or equal to 3 mm, unless otherwise stated in individual clauses.

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]]> <![CDATA[ISO/TR 22762-7: Elastomeric seismic-protection isolators Part 7: Relationship of the]]> https://forum.civilea.com/thread-58439.html Sun, 17 Nov 2024 08:52:21 +0200 poolmand]]> https://forum.civilea.com/thread-58439.html ISO/TR 22762-7:2024 Elastomeric seismic-protection isolators Part 7: Relationship of the ISO 22762 series to the design and testing of seismic isolation systems

| Size: 9.85 MB| Format: PDF| Quality: Scanner| Year: 2024-07

This document explains the relationship of the ISO 22762 series to the design and testing of seismic isolation systems, including the relationship to national seismic codes.

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]]> ISO/TR 22762-7:2024 Elastomeric seismic-protection isolators Part 7: Relationship of the ISO 22762 series to the design and testing of seismic isolation systems

| Size: 9.85 MB| Format: PDF| Quality: Scanner| Year: 2024-07

This document explains the relationship of the ISO 22762 series to the design and testing of seismic isolation systems, including the relationship to national seismic codes.

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]]> <![CDATA[ISO 22762-6: Elastomeric seismic-protection isolators Part 6: High-durability and hig]]> https://forum.civilea.com/thread-58438.html Sun, 17 Nov 2024 08:50:29 +0200 poolmand]]> https://forum.civilea.com/thread-58438.html ISO 22762-6:2022 Elastomeric seismic-protection isolators Part 6: High-durability and high-performance specifications and test methods

| Size: 13.23 MB| Format: PDF| Quality: Scanner| Year: 2022-07

This document specifies specifications and test methods for elastomeric seismic isolators used for buildings to guarantee high durability and high performance.

It is applicable to elastomeric seismic isolators used to provide buildings with protection from earthquake damage. The isolators covered consist of alternate elastomeric layers and reinforcing steel plates. They are placed between a superstructure and its substructure to provide both flexibility for decoupling structural systems from ground motion, and damping capability to reduce displacement at the isolation interface and the transmission of energy from the ground into the structure at the isolation frequency.

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| Size: 13.23 MB| Format: PDF| Quality: Scanner| Year: 2022-07

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]]> <![CDATA[ISO 22762-5: Elastomeric seismic-protection isolators Part 5: Sliding seismic-protect]]> https://forum.civilea.com/thread-58437.html Sun, 17 Nov 2024 08:47:12 +0200 poolmand]]> https://forum.civilea.com/thread-58437.html ISO 22762-5:2021 Elastomeric seismic-protection isolators Part 5: Sliding seismic-protection isolators for buildings

| Size: 11.56 MB| Format: PDF| Quality: Scanner| Year: 2021-08

This document specifies minimum requirements and test methods for flat sliding seismic-protection isolators used for buildings and the materials used in the manufacture of such isolators.

It is applicable to flat sliding seismic-protection isolators used to provide buildings with protection from earthquake damage. The sliders are each mounted on elastomeric bearings to provide vertical compliance and rotational flexibility about horizontal axes.

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| Size: 11.56 MB| Format: PDF| Quality: Scanner| Year: 2021-08

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]]> <![CDATA[ISO/TS 22762-4: Elastomeric seismic-protection isolators Part 4: Guidance on the appl]]> https://forum.civilea.com/thread-58436.html Sun, 17 Nov 2024 08:44:59 +0200 poolmand]]> https://forum.civilea.com/thread-58436.html ISO/TS 22762-4:2019 Elastomeric seismic-protection isolators Part 4: Guidance on the application of ISO 22762-3

| Size: 8.87 MB| Format: PDF| Quality: Scanner| Year: 2019-01

This document provides guidance on ISO 22762-3:2018. It includes examples of design calculations, and provides data on the characteristics obtained from all types of elastomeric isolators.

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]]> ISO/TS 22762-4:2019 Elastomeric seismic-protection isolators Part 4: Guidance on the application of ISO 22762-3

| Size: 8.87 MB| Format: PDF| Quality: Scanner| Year: 2019-01

This document provides guidance on ISO 22762-3:2018. It includes examples of design calculations, and provides data on the characteristics obtained from all types of elastomeric isolators.

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]]> <![CDATA[ISO 22762-3: Elastomeric seismic-protection isolators Part 3: Applications for buildi]]> https://forum.civilea.com/thread-58435.html Sat, 16 Nov 2024 15:25:56 +0200 poolmand]]> https://forum.civilea.com/thread-58435.html ISO 22762-3:2024 Elastomeric seismic-protection isolators Part 3: Applications for buildings — Specifications

This document specifies minimum requirements and test methods for elastomeric seismic elastomeric isolators used for buildings and the rubber material used in the manufacture of such elastomeric isolators.

It is applicable to elastomeric seismic elastomeric isolators used to provide buildings with protection from earthquake damage. The elastomeric isolators covered consist of alternate elastomeric layers and reinforcing steel plates. They are placed between a superstructure and its substructure to provide both flexibility for decoupling structural systems from ground motion, and damping capability to reduce deflection at the isolation interface and the transmission of energy from the ground into the structure at the isolation frequency.

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]]> <![CDATA[ISO 22762-2: Elastomeric seismic-protection isolators Part 2: Applications for bridge]]> https://forum.civilea.com/thread-58434.html Sat, 16 Nov 2024 15:21:58 +0200 poolmand]]> https://forum.civilea.com/thread-58434.html ISO 22762-2:2024 Elastomeric seismic-protection isolators Part 2: Applications for bridges — Specifications

This document specifies minimum requirements and test methods for elastomeric seismic isolators used for bridges, as well as rubber material used in the manufacture of such isolators.

It is applicable to elastomeric seismic isolators used to provide bridges with protection from earthquake damage. The isolators covered consist of alternate elastomeric layers and reinforcing steel plates, which are placed between a superstructure and its substructure to provide both flexibility for decoupling structural systems from ground motion and damping capability to reduce displacement at the isolation interface and the transmission of energy from the ground into the structure at the isolation frequency.

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]]> <![CDATA[ISO 22762-1: Elastomeric seismic-protection isolators Part 1: Test methods]]> https://forum.civilea.com/thread-58433.html Sat, 16 Nov 2024 15:18:32 +0200 poolmand]]> https://forum.civilea.com/thread-58433.html ISO 22762-1:2024 Elastomeric seismic-protection isolators Part 1: Test methods

This document specifies the test methods for determination of

a) the properties of the rubber material used to manufacture the elastomeric isolators, and

b) the characteristics of elastomeric isolators.

It is applicable to elastomeric isolators used to provide buildings or bridges with protection from earthquake damage. The elastomeric isolators covered consist of alternate elastomeric layers and reinforcing steel plates which are placed between a superstructure and its substructure to provide both flexibility for decoupling structural systems from ground motion, and damping capability to reduce displacement at the isolation interface and the transmission of energy from the ground into the structure at the isolation frequency.

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]]> <![CDATA[ISO 14127: Carbon-fibre-reinforced composites Determination of the resin, fibre and v]]> https://forum.civilea.com/thread-58432.html Sat, 16 Nov 2024 15:08:20 +0200 poolmand]]> https://forum.civilea.com/thread-58432.html ISO 14127:2024 Carbon-fibre-reinforced composites — Determination of the resin, fibre and void contents

This document specifies methods for calculating the resin, fibre and void contents of a carbon-fibre-reinforced composite from the densities of the resin, the fibre and the composite and the mass of fibre in the composite (using method A), for calculating the fibre content from the thickness of the composite (using method B), and for calculating the fibre content by volume and areal void content through microscopic analysis (using method C).

Method A specifies three different resin removal procedures for the determination of the mass of fibre in the composite (viz a combustion procedure, a procedure by digestion in nitric acid and a procedure by digestion in a mixture of sulfuric acid and hydrogen peroxide). The selection of the procedure to be used is made by considering the combustibility of the resin used in the composite, its ability to decompose and the type of resin concerned. Method A is only of limited applicability when filled resins are present that can prevent complete dissolution and/or combustibility of the resin.

Method B (thickness measurement method) is only applicable to composites moulded from prepregs of known fibre mass per unit area.

Method C (microscopic method) is only applicable to carbon-fibre-reinforced composites with unidirectional, orthogonal and multidirectional laminates. It can also be used as reference for determination of the areal void content and fibre volume content of aramid- or glass-fibre-reinforced plastics, but is not applicable to fabric reinforced composites.

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]]> <![CDATA[BS EN 1992-1-2: Eurocode 2. Design of concrete structures-Structural fire design]]> https://forum.civilea.com/thread-57979.html Sun, 14 Jan 2024 12:04:26 +0200 poolmand]]> https://forum.civilea.com/thread-57979.html BS EN 1992-1-2:2023 Eurocode 2. Design of concrete structures-Structural fire design

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]]> BS EN 1992-1-2:2023 Eurocode 2. Design of concrete structures-Structural fire design

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]]> <![CDATA[BS EN 1992-1-1: Eurocode 2. Design of concrete structures. General rules and rules f]]> https://forum.civilea.com/thread-57978.html Sun, 14 Jan 2024 12:00:54 +0200 poolmand]]> https://forum.civilea.com/thread-57978.html BS EN 1992-1-1:2023 Eurocode 2. Design of concrete structures. General rules and rules for buildings, bridges and civil engineering structures

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]]> BS EN 1992-1-1:2023 Eurocode 2. Design of concrete structures. General rules and rules for buildings, bridges and civil engineering structures

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]]> <![CDATA[BS ISO 6819: Steel wire rod for bridge cable wire]]> https://forum.civilea.com/thread-57954.html Mon, 08 Jan 2024 07:15:21 +0200 poolmand]]> https://forum.civilea.com/thread-57954.html BS ISO 6819:2023 Steel wire rod for bridge cable wire

This document specifies requirements for wire rod for bridge cable wire, which is widely used in parallel wire cables or semi-parallel wire cables for suspension bridges, stay bridges or other structures involving the use of parallel wires.

ISO 16120-4 provides additional wire rod materials and their technical and qualitative requirements for their possible application as bridge cable wire.

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]]> <![CDATA[BS 5930:2015+A1:2020 - Code of practice for ground investigations]]> https://forum.civilea.com/thread-57629.html Tue, 25 Jul 2023 13:35:39 +0300 concreteok]]> https://forum.civilea.com/thread-57629.html BS 5930:2015+A1:2020 - Code of practice for ground investigations

Edition: 3rd Edition
Publish Date: Fourth edition July 2015. Amendment dated 31 May 2020

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Edition: 3rd Edition
Publish Date: Fourth edition July 2015. Amendment dated 31 May 2020

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]]> <![CDATA[BS 8102: Protection of below ground structures against water ingress]]> https://forum.civilea.com/thread-57524.html Wed, 03 May 2023 13:15:18 +0300 poolmand]]> https://forum.civilea.com/thread-57524.html BS 8102:2022: Protection of below ground structures against water ingress

What is BS 8102 – Code of practice for below ground structures about?
BS 8102 focuses on below ground structures. BS 8102 provides best industrial guidance for design of below ground structures to prevent contamination.

BS 8102 gives recommendations and provides guidance on methods of dealing with and preventing the entry of water from external sources into structures that are partly or wholly below ground.

It covers the use of:

Waterproofing barrier materials applied to the structure
Structurally integral watertight construction
Drained cavity construction
Who is BS 8102 - Code of practice for below ground structures for?
BS 8102 on windscreen repair is useful for:

Manufacturers of waterproofing and drainage systems
Design engineers
Architects
Product specifiers
Geotechnical engineers and site investigators
Contractors
Site engineers
Building control – local authority and private
Why should you use BS 8102 - Code of practice for below ground structures?
Strategies for dealing with all external sources of groundwater, surface/flood water, soil gases and contaminants should be determined from the very earliest stages of the planning and design processes for any project involving below ground structures.

BS 8102 provides guidance on the drainage outside the structure and recognizes the risk of water entering a structure through openings. BS 8102 covers structural design, overall weatherproofing design, waterproofing design and construction processes sequencing, and buildability of the structure BS 8102 provides methods for evaluation of groundwater conditions and consideration of harmful ground gases, risk assessment and how to manage these risks in below ground structures. This will ensure development of a robust design for protecting a structure from entry of water from external sources.

BS 8102 contributes to UN Sustainable Development Goal 9 on industry, innovation and infrastructure and Goal 11 on sustainable cities and communities.

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]]> <![CDATA[BS EN ISO 22475-1]]> https://forum.civilea.com/thread-57076.html Tue, 12 Jul 2022 15:42:24 +0300 poolmand]]> https://forum.civilea.com/thread-57076.html BS EN ISO 22475-1:2006 - Geotechnical investigation and testing Sampling methods and groundwater measurements Part 1: Technical principles for execution

This part of ISO 22475 deals with the technical principles of sampling of soil, rock and groundwater, and with groundwater measurements, in the context of geotechnical investigation and testing, as described in EN 1997-1 and EN 1997-2.

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