08.01.2013 Views

Steel Designers Manual - TheBestFriend.org

Steel Designers Manual - TheBestFriend.org

Steel Designers Manual - TheBestFriend.org

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

This material is copyright - all rights reserved. Reproduced under licence from The <strong>Steel</strong> Construction Institute on 12/2/2007<br />

To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.<strong>org</strong>/<br />

<strong>Steel</strong> <strong>Designers</strong>' <strong>Manual</strong> - 6th Edition (2003)<br />

Example coating specifications for a range of environments are given, together<br />

with an indication of relative costs.<br />

Trusses and lattice girders<br />

• Lattice girders and trusses are effective for medium to long spans where deflection<br />

is a major criterion and are able to accommodate services within their depth,<br />

but always consider the use of a plain rolled section beam first.<br />

• Most lattice frames are joint critical. Never select a section for the chords or internals<br />

without first checking whether it can be effectively joined – preferably<br />

without recourse to stiffening.<br />

• Always check the limits on transport before starting the design.<br />

• Be aware that SHS are only available in limited standard lengths, normally from<br />

stockists. Long lengths may therefore need additional butt welding.<br />

• For internal members try to detail single bevel end cuts; for angles square-cut<br />

ends are better to allow use of an automatic cropping process.<br />

• In tubular construction use of RHS chords leads to simpler end preparation for<br />

internals than that required if CHS chords are used.<br />

• Think about access provisions for welding of internals to chords.<br />

• Access for painting is difficult for double angle or double channel members; use<br />

of SHS reduces paint area and provides fewer locations for corrosion traps to be<br />

formed.<br />

Transportation<br />

• Police notification with associated programme and cost penalties will occur for<br />

road transport loads greater than 18.3 m long, or 2.9 m wide or 3.175 m high.<br />

32.3 Welding<br />

Fusion welding processes are used to join structural steel components together.<br />

These processes can be carried out either in the workshop or on site, though it is<br />

generally accepted that site welding should not be used as a primary source of<br />

fabrication. Welding should be undertaken only by welders who are certificated to<br />

the appropriate level required by British Standards or other recognized authority.<br />

Welding is covered in detail in Chapter 24.<br />

32.4 Bolting<br />

Bolting 955<br />

Shop bolting may form part of the fabrication process.There are implications arising<br />

from the use of shop bolting which need to be appreciated by the designer in order<br />

to ensure that a cost penalty does not occur.

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!