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.
Search book title
Enter keywords for book title search
Search book content
Enter keywords for book content search
Filters:
FORMAT
BOOKS
PACKAGES
EDITION
to
PUBLISHER
(1)
(326)
(573)
(44)
(234)
(969)
(652)
(2114)
(64)
(92448)
(54)
(541)
(117)
(33)
(20)
(20)
(93277)
(3)
(17)
(1)
(351)
(300)
(6217)
(240)
(16)
(5)
(1635)
(16)
(19)
(28)
(4)
 
(6)
(7)
(115)
(3)
(57)
(5)
(5)
(1)
(1)
(2)
(25)
(26)
(27)
(13)
(61)
(24)
(22)
(7)
(8)
(20)
(1)
(3)
(50)
(6)
(31)
CONTENT TYPE
 Act
 Admin Code
 Announcements
 Bill
 Book
 CADD File
 CAN
 CEU
 Charter
 Checklist
 City Code
 Code
 Commentary
 Comprehensive Plan
 Conference Paper
 County Code
 Course
 DHS Documents
 Document
 Errata
 Executive Regulation
 Federal Guideline
 Firm Content
 Guideline
 Handbook
 Interpretation
 Journal
 Land Use and Development
 Law
 Legislative Rule
 Local Amendment
 Local Code
 Local Document
 Local Regulation
 Local Standards
 Manual
 Model Code
 Model Standard
 Notice
 Ordinance
 Other
 Paperback
 PASS
 Periodicals
 PIN
 Plan
 Policy
 Product
 Program
 Provisions
 Requirements
 Revisions
 Rules & Regulations
 Standards
 State Amendment
 State Code
 State Manual
 State Plan
 State Standards
 Statute
 Study Guide
 Supplement
 Technical Bulletin
 All
  • BSI
    BS EN 1993-1-11:2006 Eurocode 3. Design of steel structures - Design of structures with tension components
    Edition: 2010
    $418.55
    / user per year

Description of BS EN 1993-1-11:2006 2010

  1. prEN1993-1-11 gives design rules for structures with tension components made of steel, which, due to their connections with the structure, are adjustable and replaceable see Table 1.1.

    NOTE: Due to the requirement of adjustability and replaceability such tension components are generally prefabricated products delivered to site and installed into the structure. Tension components that are not adjustable or replaceable, e.g. air spun cables of suspension bridges, or for externally post-tensioned bridges, are outside the scope of this part. However, rules of this standard may be applicable.

  2. This standard also gives rules for determining the technical requirements for prefabricated tension components for assessing their safety, serviceability and durability.

    Table 1.1: Groups of tension components

    Group Main tension element Component
    A rod (bar) tension rod (bar) system, prestressing bar
    B circular wire spiral strand rope
    circular and Z-wires fully locked coil rope
    circular wire and stranded wire strand rope
    C circular wire parallel wire strand (PWS)
    circular wire bundle of parallel wires
    seven wire (prestressing) strand bundle of parallel strands

    NOTE 1: Group A products in general have a single solid round cross section connected to end terminations by threads. They are mainly used as

    • bracings for roofs, walls, girders

    • stays for roof elements, pylons

    • tensioning systems for steel-wooden truss and steel structures, space frames

    NOTE 2: Group B products are composed of wires which are anchored in sockets or other end terminations and are fabricated primarily in the diameter range of 5 mm to 160 mm, see EN 12385-2.

    Spiral strand ropes are mainly used as

    • stay cables for aerials, smoke stacks, masts and bridges

    • carrying cables and edge cables for light weight structures

    • hangers or suspenders for suspension bridges

    • stabilizing cables for cable nets and wood and steel trusses

    • hand-rail cables for banisters, balconies, bridge rails and guardrails

    Fully locked coil ropes are fabricated in the diameter range of 20 mm to 180 mm and are mainly used as

    • stay cables, suspension cables and hangers for bridge construction

    • suspension cables and stabilizing cables in cable trusses

    • edge cables for cable nets

    • stay cables for pylons, masts, aerials

    Structural strand ropes are mainly used as

    • stay cables for masts, aerials

    • hangers for suspension bridges

    • damper / spacer tie cables between stay cables

    • edge cables for fabric membranes

    • rail cables for banister, balcony, bridge and guide rails.

    NOTE 3: Group C products need individual or collective anchoring and appropriate protection.

    Bundles of parallel wires are mainly used as stay cables, main cables for suspension bridges and external tendons.

    Bundles of parallel strands are mainly used as stay cables for composite and steel bridges.

  3. The types of termination dealt with in this part for Group B and C products are

    • metal and resin sockets, see EN 13411-4

    • sockets with cement grout

    • ferrules and ferrule securing, see EN 13411-3

    • swaged sockets and swaged fitting

    • U-bolt wire rope grips, see EN 13411-5

    • anchoring for bundles with wedges, cold formed button heads for wires and nuts for bars.

    NOTE: For terminology see Annex C.



About BSI

BSI Group, also known as the British Standards Institution is the national standards body of the United Kingdom. BSI produces technical standards on a wide range of products and services and also supplies certification and standards-related services to businesses.

X