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Steel Designers Manual - TheBestFriend.org

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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 />

854 Bearings and joints<br />

capability (possibly more than a continuous structure could accommodate) to<br />

remove it.<br />

In bearings subjected to dynamic loadings such as machine foundations, it is necessary<br />

to ensure that the fixings are vibration-proof.<br />

28.2.3.3 Effect on the structure<br />

The elements of the structure above and below the bearing are affected by the type<br />

of bearing, which can be classified as:<br />

(1) fixed – not permitting movement in any horizontal direction,<br />

(2) guided – movement, constrained by guides of some form, to be in one horizontal<br />

direction only,<br />

(3) free – movement permitted in all horizontal directions,<br />

(4) elastomeric, which may be laminated or not. These bearings can be ‘fixed’ by<br />

means of steel dowels passing through them but are more often used ‘free’ in<br />

all directions and their capability to generate forces when shearing takes place<br />

is utilized to withstand horizontal loadings. If the whole structure is supported<br />

on such bearings it effectively ‘floats’, with all horizontal loads shared by all<br />

bearings. (See also section 28.2.4.2.)<br />

If the bearings are fixed or guided, the neighbouring structure must be designed<br />

for the forces arising from the restraints. Even when the bearing is free in a particular<br />

direction and movement is permitted, some forces are developed – either from<br />

friction effects at the movement interfaces of a sliding mechanical bearing, or from<br />

shearing deformation in the case of an elastomeric bearing (see Fig. 28.7(a)).<br />

In addition to forces developed laterally, the effects of the eccentricities produced<br />

by the movement must be allowed for, and also the rotation capability of the bearing<br />

in the transverse direction (see Figs 28.7(b), (c) and (d)). It is possible to control<br />

the extent of the additional eccentricity effects on a steel superstructure by use of<br />

a sliding bearing inverted which transfers the eccentricity to the substructure, where<br />

it may be more easily accommodated. In this case however care should be taken to<br />

protect the sliding surfaces against falling dust, debris, etc. by use of a flexible skirt<br />

enclosure.<br />

28.2.3.4 Installation<br />

Bearings must be correctly installed into the structure. The procedure will depend<br />

upon the form of the structure above and below the bearing, and the type of bearing,<br />

but in general care should be taken not to load the bearing significantly before<br />

bedding materials between the bearing and the structure have fully cured, or to load

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