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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 />

The<br />

<strong>Steel</strong> Construction<br />

Institute<br />

Silwood Park, Ascot, Berks SL5 7QN<br />

Check for largest panel only<br />

fed = 6.13 < ped = 34.6 kN/mm 2 OK<br />

Worked examples 509<br />

Subject Chapter ref.<br />

PLATE GIRDERS<br />

WE 17.17 Stiffener bounding anchor panel at B<br />

Design code Made by TMR Sheet no.<br />

BS 5950: Part 1 Checked by BD<br />

È<br />

2 ˘ 205000<br />

ped = Í275<br />

. + 2 N mm<br />

Î ( )<br />

˙ 2 = 34. 6 /<br />

5650 2000 ˚ ( 2000 15)<br />

Since the compressive force Fs due to the support reaction is zero,<br />

the stiffener should be checked for a tensile force equal to Ftf<br />

Ftf = 0.15Hq<br />

Hq = 3193 kN (see WE 17.11)<br />

d = 2000 mm a e = 1550 mm<br />

2000<br />

Ftf = 0. 15 ¥ 3193 ¥ = 618 kN<br />

1550<br />

Since this force is significantly less than the compressive resistance<br />

of the transverse stiffeners (see WE 17.15) stiffener is adequate.<br />

2<br />

17<br />

13<br />

H.4.4

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