27.06.2021 Views

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)

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

Program RCIDSR 481

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

the section details, the characteristic strengths of the materials, the

dimensions of the rectangular links, and the design ultimate shear force

and torsional moment. The program output data are: the design stresses

due to shear and torsion, the ratios of link area to link spacing due to shear

and torsion, the size and spacing of the links required, and the details of

the longitudinal torsion reinforcement required.

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.

12.7 Computer programs for Chapter 7

12. 7(a) Program RCIDSR ( = Rectangular Column;

Interaction Diagram; Simplified

Rectangular)

Figure 12.7-1 shows the header of the program RCIDSR, which calculates

the coordinates on the column interaction curve for a rectangular column

section using BS 8110's simplified rectangular stress block, as described in

Section 7 .1. The program checks that the total percentage of the

1

2

3

' 5

6

7

8

9

10

11

12

13

u

15

16

17

18

19

20

21

22

23

2&

25

26

27

Com *****************************************************************

Com* *

cam * Proqram Unit Name : RCIDSR (= Rectanqular COlumn; *

cam * Interaction Diaqram; *

cam * Simplified Rer.tanqular) *

Com*

Com*

Com*

Com*

Com*

Com*

Com*

Com*

Com*

Com *

Com*

Purpose : For a rectanqular column section, calculate the

coordinates on the column interaction curve, usinq *

the simplified rectanqular stress block. *

Reference : This proqram refers to Sections 7.1 and 7.8 of

Chapter 7 of Konq and. Evans : Reinforced and

Prestressed COncrete, Van Nostrand Reinhold,

3rd Edition, 1987.

* * * * * * * * * * *

Com.

cam * Authors : Dr H. H. A. Nonq in collaboration with

cam • Professors P. K. Konq and R. H. Evans

Com*

Com * Proqramminq Lanquaqe : PRO FORTRAN

Com*

cam • Operatinq Systems : IBM's PC-DOS and Microsoft's MS-DOS.

Com*

Com* Version : KE3-7.8-8005T6

Com*

COm *****************************************************************

*

*

*

*

*

*

*

*

*

*

Fig. 12.7-1 Header of program RCIDSR

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!