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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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478 Computer programs

The input data for the program BDFLCK are: the type of section, the

support condition, the section details, the characteristic strength of the

reinforcement and the loading information. The program output data are:

the basic span/depth ratio, the modification factors, the actual and

allowable span/depth ratios.

Comment

The complete listing of the above program (with commentary), together

with the floppy disks, are obtainable from the Publishers. See Section

12.1(a) and Appendix 1.

12.5(b)

Program BCRKCO ( = Beam CRacK

COntrol)

Figure 12.5-2 shows the Header of the program BCRKCO, which

calculates the maximum tension bar spacings ab and ac in Fig. 5.4-1, as

described in Section 5.4. If the overall depth of the section exceeds 750

mm, the size of side bars required is also calculated. The program

calculates the allowable tension bar spacings from eqn (5.4-2) instead of

using the data in Table 5.4-1.

The input data for the program BCRKCO are: the section details, the

1

2

3

' 5

6

7

8

9

10

ll

12

13

u

15

16

17

18

19

20

21

22

23

2'

25

26

27

28

29

30

31

32

coa *****************************************************************

ca.* *

ca.* PrOCJram Unit •- : IICRKCO (• Bum CRacK COntrol)

ca.*

*

ca.* Purposes : To calculate the following bar spacing lillli.ts tor *

ca.*

a rectangular or flanged beall section, below *

ca.*

which the BS 8110's 0.3 mm crack-width is

ca.*

complied with.

*

com*

1. Mall~ permissible clear spacing between

cam *

tension bars 1

*

com*

2. MaaiDIUID permissible clear spacing between

ca.*

corner and the nearest bar.

*

ca.*

The pr()CJram also calculates the size ot side *

ca.*

bars when the beall depth h exceeds 750 mm. *

com*

com * Reference : This pr()CJram refers to Sections 5,, and 5.8 ot *

com *

Chapter 5 ot Kong and Evans : Reinforced and *

com *

Prestressed COncrete, Van Nostrand Reinhold, *

com * 3rd Edition, 1987.

*

ca.*

*

CCII* * * * * * * * * * * * * * * *

com*

*

com * Authors : Dr H. H. A. Wong in collaboration with

*

com *

Professors F. K. Kong and R. H. EVans

com*

*

ca. * Pr()CJraDIDi.ng Language : PRO FOR'l'RAII

ca.*

*

com* Operating Systems : IBM's PC-DOS and Microsoft's MS-DOS. *

ca.*

*

ca. * version : KB3-5.8-8S23P6

ca.*

*

Coa *****************************************************************

Fig. 12.5-2 Header of program BCRKCO

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