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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 />

858 Bearings and joints<br />

bearings on piers 2 to 5. At each pier transversely lateral loads are taken by ‘C’<br />

line bearings. Friction forces due to transverse expansion, etc. will tend to cancel<br />

one another out.<br />

(3) The arrangement in Fig. 28.9(c) is better for longitudinal effects than that in Fig.<br />

28.9(b) as friction forces in this direction tend to cancel one another out. It has<br />

the disadvantage that external loads are transmitted to an intermediate pier<br />

rather than an abutment. The forces due to movement of the deck are minimized<br />

in both horizontal directions. Occasionally, the line of fixed or guided<br />

bearings with both horizontal and vertical capability such as at ‘C’ may be<br />

replaced by two lines, one with bearings with vertical capability only, and one<br />

with bearings with horizontal capability only.<br />

28.2.4.3 Structures curved in plan<br />

If the structure shown in Fig. 28.9(b) is curved in plan, then any expansion or contraction<br />

movements longitudinally are accompanied by lateral movements also.This<br />

effect can be controlled in two ways:<br />

(1) set the bearing guides to permit radial expansion from a fixed point on the<br />

structure,<br />

(2) set the bearing guides tangential to the plan curvature, and so constrain the<br />

structure to follow this line when it moves (see Fig. 28.10).<br />

In radially-guided structures the accuracy of setting out and alignment becomes<br />

more critical as the distance from the fixed point increases. In tangentially-guided<br />

structures, the structure is constrained to move along a particular path, and the<br />

horizontal forces developed in so doing must be taken into account in the design of<br />

the structure and supports.<br />

It should be noted that frequently bearings which are nominally ‘guided’ are<br />

manufactured with a gap tolerance at the guides. The actual value of this tolerance<br />

should be checked with the manufacturer of the particular bearing, but a value of<br />

0.5 mm is typical.This tolerance can have a significant effect on the permissible accu-<br />

fixed<br />

(a) (b)<br />

Fig. 28.10 Curved bridge deck: (a) radially-guided, (b) tangentially-guided

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