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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 />

334 Beam analysis<br />

in which I1 is the second moment of area for span L1 and I2 is the second moment<br />

of area for span L2.<br />

Example<br />

A two-span continuous beam ABC, of constant cross section, is simply supported<br />

at A and C and loaded as shown in Fig. 10.8.<br />

Applying Clapeyron’s theorem,<br />

L1 = 2.0m<br />

L2 = 3.0m<br />

A<br />

A<br />

1<br />

2<br />

10 ¥ 2 2 ¥ 2 10 2<br />

= ¥ = kN m<br />

8 3 3<br />

200 ¥ 1¥ 2 3<br />

=<br />

¥ = 200 kN m<br />

3 2<br />

x1 = 1.0m<br />

I 22.17<br />

2.5<br />

5kN/m<br />

200 kN<br />

2.Om 2.Om tOrn t<br />

L._.___.__j 32.17<br />

2<br />

aria<br />

3.Om<br />

Fig. 10.8 Bending moment and shear force diagrams for two-span beam<br />

_t<br />

IF 15.22

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