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F. K. Kong MA, MSc, PhD, CEng, FICE, FIStructE, R. H. Evans CBE, DSc, D ès Sc, DTech, PhD, CEng, FICE, FIMechE, FIStructE (auth.)-Reinforced and Prestressed Concrete-Springer US (1987)

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Design formulae and procedure-BS 8110 simplified stress block 121

where {Jb :::; 0.9, so that

K' :::; 0.156 (see Comments below)

Comments on eqn (4.7-5)

Equations (4.7-4) and (4.7-5) are based on the condition that xld :::;

({Jb - 0.4), so that xld = 0.5 when {Jb = 0.9. When the simplified stress

block is used, BS 8110 restricts xl d to not exceeding 0.5. This means that in

using eqns (4.7-4) and (4.7-5), {Jb is not to be taken as greater than 0.9

whatever the actual amount of moment redistribution. When {Jb has the

maximum permissible value of 0.9, eqn (4.7-5) gives K' = 0.156 (agreeing

with eqn 4.6-4). Therefore, provided {Jb is taken as not exceeding 0.9, eqn

(4. 7-5) is valid for all% moment redistribution from 0 to 30% (30% being

the maximum permitted by BS 8110).

Example 4. 7-1

Using eqn (4.7-5), calculate the value of K' for the following percentages

of moment redistribution:

(a) 0-10%;

(b) 20%;

(c) 30%.

SOLUTION

For a given percentage of moment redistribution, it is seen from eqn

(4.7-2) that

(a)

(b)

(c)

{J _ 100 - (% of moment redistribution)

b - 100

0-10% moment redistribution. The corresponding {Jb values are

{Jb = 1 for zero moment redistribution

{Jb = 0.9 for 10% moment redistribution

In using eqn (4.7-5), {Jb is not to be taken as exceeding 0.9.

Substituting {Jb = 0.9 into eqn (4.7-5) gives K' = 0.156.

20% moment redistribution. From eqn (4.7-2), {Jb = 0.8. From

eqn (4.7-5), K' = 0.132.

30% moment redistribution. From eqn (4.7-2), {Jb = 0.7. From

eqn (4.7-5), K' = 0.104.

Example 4. 7-2

The bending moment at a beam section is M. Show that, for the whole

range of moment redistribution from 0 to 30%, the lever arm z is given by

the following BS 8110 formulae:*

~ = 0.5 + ~( 0.25 - o~) if M:::; Mu of eqn (4.7-4) (4.7-6)

• The zld factors in Table 24 of the I.Struct.E. Manual [14] are based on these equations,

which are given in BS 8110: Clause 3.4.4.4.

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