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Additional resources for Elementary Behaviour of Composite Steel and Concrete Structural Members

Sample text

It is usually the case that elastic analysis of a T-section remains valid up to first yield of the steel. The moment of resistance of the composite section at first yield may also be calculated easily. 1 kNm. 1 kNm. The first yield moment of the composite beam is thus 168% of that of the steel component alone. The steel component for this beam subjected to positive bending is in tension throughout and therefore there is no need to check the section classifications of Chapter 2 (which require at least a semi-compact steel section).

In limit states temfinology, we refer to behaviour at these lower load levels as service load behaviour, or to the serviceability limit state. Service loads are the loads usually experienced by a member over a relatively long period of time, including self weight and sustained loads, and by short-term lower level live loads. Satisfaction of the serviceability limit state is important, as it must be ensured that the composite structure does not deflect excessively, that is does not vibrate greatly and that crack widths in the concrete component remain sufficiently small.

176176 o"~l .... E I ....... I ........ T ...... (3 I "t" hc ..... "" I 1 ........... ~ 1 7 6 1 7 6 1 7 6 1 7 6 ~176 ~ .... 9 F~=r'~h .......... M Degree of shear connection ~176 9 ..... A. ~r.................. ; ......................................... 16 (f) Psh < P c'"P sh < P s; partial shear connection . " ...................... h~ (e) . . . ik ...... ; .......... X (I) Introduction 16 is at its maximum stress and a neutral axis will lie in the concrete component. Furthermore as F s = Psh in (g) then some of the steel is in tension and some in compression as shown in (h), and another neutral axis will lie in the steel component and a moment M s will be induced.

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