Name: SIST ENV 1992-3:2004
Brand: SIST
SKU: 9fa56e30-b29c-42f4-98a0-c804f9098113
Price: 77.77 USD
Availability: InStock
Rating: 5 (10 reviews)

Eurocode 2: Design of concrete structures - Part 3: Concrete foundations

This Prestandard provides additional rules for the design of concret elements in foundations, for buildings and civil engineering works and is concerned with the requirements for stability, strength, serviceability and durability for such elements. This Prestandard does not cover the cast-in-place piles that are installed as displacement piles. Note: ENV 1997-1 gives rules for the geotechnical aspects of the design and ENV 1998-1 gives the special requirements of seismic design.

Eurocode 2: Planung von Stahlbeton- und Spannbetontragwerken - Teil 3: Fundamente

Eurocode 2: Calcul des structures en béton - Partie 3: Structures de fondations

La présente Prénorme fournit des règles complémentaires pour le calcul des éléments de fondation en béton destinés aux ba^timents et aux ouvrages de génie civil et porte sur les exigences de stabilité, de résistance, d'aptitude à l'emploi et de durabilité de ces éléments. Elle ne traite pas des pieux coulés en place et mis en oeuvre par refoulement. NOTE L'ENV 1997-1 définit les règles relatives à l'aspect géotechnique du calcul tandis que l'ENV 1998-1 définit les prescriptions spécifiques au calcul sismique.

Evrokod 2: Projektiranje betonskih konstrukcij – 3. del: Betonski temelji

General Information

Status

Withdrawn

Publication Date

31-Aug-2004

Withdrawal Date

17-Apr-2007

ICS

91.010.30 - Technical aspects

91.080.40 - Concrete structures

Technical Committee

KON - Structures

Current Stage

9900 - Withdrawal (Adopted Project)

Start Date

18-Apr-2007

Due Date

11-May-2007

Completion Date

18-Apr-2007

Mandate

M/BC/CEN/89/11 - Framework mandate to CEN on Eurocode work : execution of a standardization programme on Eurocodes for the structural design of building and civil engineering works

Ref Project

ENV 1992-3:1998 - Eurocode 2: Design of concrete structures - Part 3: Concrete foundations

Relations

Replaced By

SIST EN 1992-1-1:2005 - Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings

Effective Date

01-Dec-2007

Buy Standard

Standardization document

ENV 1992-3:2004

English language

21 pages

sale 10% off

Preview

sale 10% off

Preview

e-Library read for

1 day

Create e-Library subscription and get permanent access to the document. Subscriptions are available for: 91 91.010 91.010.30 91.080 91.080.40

Standards Content (Sample)

ENV 1992-3:2004

SLOVENSKI STANDARD
01-september-2004
Evrokod 2: Projektiranje betonskih konstrukcij – 3. del: Betonski temelji
Eurocode 2: Design of concrete structures - Part 3: Concrete foundations
Eurocode 2: Planung von Stahlbeton- und Spannbetontragwerken - Teil 3: Fundamente
Eurocode 2: Calcul des structures en béton - Partie 3: Structures de
...

Questions, Comments and Discussion

Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.

This May Also Interest You

SIST

SIST-TS CEN/TS 19103:2022(Main)

Eurocode 5: Design of Timber Structures - Structural design of timber-concrete composite structures - Common rules and rules for buildings

CEN/TS 19103:2021

1.1   Scope of CEN/TS 19103
(1)   CEN/TS 19103 gives general design rules for timber-concrete composite structures.
(2)   It provides requirements for materials, design parameters, connections, detailing and execution for timber-concrete composite structures. Recommendations for environmental parameters (temperature and moisture content), design methods and test methods are given in the Annexes.
(3)   It includes rules common to many types of timber-concrete composite, but does not include details for the design of glued timber-concrete composites, nor for bridges.
NOTE   For the design of glued timber-concrete composites or bridges alternative references are available.
(4)   It covers the design of timber-concrete composite structures in both quasi-constant and variable environmental conditions. For ease of use, it provides simple design rules for quasi-constant environmental conditions and more complex rules for variable environmental conditions.
1.2   Assumptions
(1)   The general assumptions of EN 1990 apply.
(2)   CEN/TS 19103 is intended to be used in conjunction with EN 1990, EN 1991 (all parts), EN  1992 (all parts), EN  1994 (all parts), EN 1995 (all parts), EN 1998 (all parts) when timber structures are built in seismic regions, and ENs for construction products relevant to timber structures.

Technical specification
58 pages
English language
sale 10% off
e-Library read for
1 day

SIST

SIST EN 1992-1-2:2005/A1:2019(Amendment)

Eurocode 2: Design of concrete structures - Part 1-2: General rules - Structural fire design

EN 1992-1-2:2004/A1:2019

DOP of 12 months!

Amendment
30 pages
English language
sale 10% off
e-Library read for
1 day

SIST

SIST EN 1992-4:2018(Main)

Eurocode 2 - Design of concrete structures - Part 4: Design of fastenings for use in concrete

EN 1992-4:2018

1.1   General
(1) This European Standard provides a design method for fastenings (connection of structural elements and non-structural elements to structural components), which are used to transmit actions to the concrete. This design method uses physical models which are based on a combination of tests and numerical analysis consistent with EN 1990:2002, 5.2.
The requirements for the transmission of the fastener loads within the concrete member to its supports are given in EN 1992-1-1 and Annex A of this EN.
Inserts embedded in precast concrete elements during production, under Factory Production Control (FPC) conditions and with the due reinforcement, intended for use only during transient situations for lifting and handling, are covered by CEN/TR 15728.
(2) This EN is intended for safety related applications in which the failure of fastenings may result in collapse or partial collapse of the structure, cause risk to human life or lead to significant economic loss. In this context it also covers non-structural elements.
(3) The support of the fixture can be either statically determinate or statically indeterminate. Each support can consist of one fastener or a group of fasteners.
(4) This EN is valid for applications which fall within the scope of the EN 1992 series. In applications where special considerations apply, e.g. nuclear power plants or civil defence structures, modifications can be necessary.
(5) This EN does not cover the design of the fixture. The requirements for the design of the fixture are given in the appropriate Standards and fulfil the requirements on the fixture as given in this EN.
(6) This document relies on characteristic resistances and distances which are stated in a European Technical Product Specification (see Annex E). At least the characteristics of Annex E are given in a European Technical Product Specification for the corresponding loading conditions providing a basis for the design methods of this EN.
NOTE   The numerical values for certain parameters given in Notes can be used for pre-dimensioning. The values for verification are given in the European Technical Product Specifications and may be different.
1.2   Type of fasteners and fastening groups
(1)   This EN uses the fastener design theory ) (see Figure 1.1) and applies to:
a)   cast-in fasteners such as headed fasteners, anchor channels with rigid connection (e.g. welded, forged) between anchor and channel;
b)   post-installed mechanical fasteners such as expansion fasteners, undercut fasteners and concrete screws;
c)   post-installed bonded fasteners and bonded expansion fasteners.
(2)   For other types of fasteners modifications of the design provisions can be necessary.
(3)   This EN applies to fasteners with established suitability for the specified application in concrete covered by provisions, which refer to this EN and provide data required by this EN. The suitability of the fastener is stated in the relevant European Technical Product Specification.
(...)
(4)   This EN applies to single fasteners and groups of fasteners. In a group of fasteners the loads are applied to the individual fasteners of the group by means of a common fixture. In a group of fasteners this European Standard applies only if fasteners of the same type and size are used.
(5)   The configurations of fastenings with cast-in place headed fasteners and post-installed fasteners covered by this EN are shown in Figure 1.2.
(6)   For anchor channels the number of anchors is not limited.
(...)
(7)   Post-installed ribbed reinforcing bars used to connect concrete members are covered by a European Technical Product Specification. This EN applies when connections are designed in accordance with EN 1992-1-1.
1.3   Fastener dimensions and materials
(1)   This EN applies to fasteners with a minimum diameter or a minimum thread size of 6 mm (M6) or a corresponding cross section. (....)

Standard
129 pages
English language
sale 10% off
e-Library read for
1 day

SIST

SIST EN 1992-1-1:2005/A1:2015(Amendment)

Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings

EN 1992-1-1:2004/A1:2014

General rules for the structural design of buildings and civil engineering works in reinforced and prestressed concrete made with normal and lightweight aggregates, plain or lightly reinforced concrete and precast concrete for the design of reinforced concrete components with unbonded tendons.

Amendment
6 pages
English language
sale 10% off
e-Library read for
1 day

SIST

SIST EN 1994-1-2:2006/A1:2014(Amendment)

Eurocode 4 - Design of composite steel and concrete structures - Part 1-2: General rules - Structural fire design

EN 1994-1-2:2005/A1:2014

Supplementary to Part 1-1. Additional and varied rules to be used for the design of composite structures which are required to avoid premature structural collapse and to limit the spread of fire in the accidental situation of exposure to fire.

Amendment
4 pages
English language
sale 10% off
e-Library read for
1 day

SIST

SIST EN 1992-2:2005/A101:2011

Eurocode 2 - Design of concrete structures - Part 2:Concrete bridges - Design and detailing rules - National Annex

(101)P Part 2 of Eurocode 2 gives a basis for the design of bridges and parts of bridges in plain, reinforced and prestressed concrete made with normal and light weight aggregates.
(102)P The following subjects are dealt with in Part 2.
Section 1: General
Section 2: Basis of design
Section 3: Materials
Section 4: Durability and cover to reinforcement
Section 5: Structural analysis
Section 6: Ultimate limit states
Section 7: Serviceability limit states
Section 8: Detailing of reinforcement and prestressing tendons — General
Section 9: Detailing of members and particular rules
Section 10: Additional rules for precast concrete elements and structures
Section 11: Lightweight aggregate concrete structures
Section 12: Plain and lightly reinforced concrete structures
Section 113: Design for the execution stages

National annex
4 pages
Slovenian language
sale 10% off
e-Library read for
1 day

30-Dec-2010
15-Mar-2011
91.010.30
91.080.40
93.040
TP237
KON

SIST

SIST EN 1992-3:2006/A101:2011

Eurocode 2 - Design of concrete structures - Part 3: Liquid retaining and containment structures - National Annex

1.1.2 Scope of Part 3 of Eurocode 2
(101)P Part 3 of EN 1992 covers additional rules to those in Part 1 for the design of structures constructed from plain or lightly reinforced concrete, reinforced concrete or prestressed concrete for the containment of liquids or granular solids.
(102)P Principles and Application Rules are given in this Part for the design of those elements of structure which directly support the stored liquids or materials (i.e. the directly loaded walls of tanks, reservoirs or silos). Other elements which support these primary elements (for example, the tower structure which supports the tank in a water tower) should be designed according to the provisions of Part 1-1.
(103)P This part does not cover:
- Structures for the storage of materials at very low or very high temperatures
- Structures for the storage of hazardous materials the leakage of which could constitute a major health or safety risk.
- The selection and design of liners or coatings and the consequences of the choice of these on the design of the structure.
- Pressurised vessels.
- Floating structures
- Gas tightness
(104) This code is valid for stored materials which are permanently at a temperature between -40 °C and +200 °C.
(105) For the selection and design of liners or coatings, reference should be made to appropriate documents.
(106) It is recognised that, while this code is specifically concerned with structures for the containment of liquids and granular materials, the clauses covering design for liquid tightness may also be relevant to other types of structure where liquid tightness is required.
(107) In clauses relating to leakage and durability, this code mainly covers aqueous liquids. Where other liquids are stored in direct contact with structural concrete, reference should be made to specialist literature.