!#!Info  Example:       Reinforced Concrete Sections
!#!Info  Keyword:       Reinforced Concrete
!#!Info  Program:       AQB
!#!Info  Date:          $Date: 2010-12-18 19:47:33 +0100 (Sa, 18 Dez 2010) $

PROG AQUA urs:1
HEAD TUTORIAL EXAMPLE FOR DESIGN 2 / AQB-MANUAL
NORM DIN EN199X-200X
ECHO FULL ; PAGE 1
CONC 1 C 20 ; STEE 10 S 500A
$ RECTANGLE 40/60 HD'/D=HB'/B=0.1
$ Cross section 1: symmetrical reinforcement distribution (single reinforcement only 1 layer)
$ Cross section 2: Single reinforcement above layer 2, below layer 1
$ Cross section 3: single reinforcement free edges (layer 1-4)
$ Cross section 4: Line reinforcement free sides (layer 1-4)
$ Cross section 5: Perimetric reinforcement free, outside layer 1, inside layer 2
$ Cross section 6: Perimetric reinforcement sequentially, outside layer 0 max. 20 cm2/m = 30.4 cm2
$                  then inside layer 1
$ Cross section 7: Perimetric reinforcement pairwise, above+below layer 1, sides layer 2
$ Cross section 8: Rectangular and plate cross section
SECT 1 ; POLY OPZ ; VERT 1 200 -300 ; 2 200 300    $ CONSTANT
         RF 1  160 -240 10 LAY M1 D 16
         RF 2 -160 -240 10 LAY M1 D 16
         RF 3  160  240 10 LAY M2 D 16
         RF 4 -160  240 10 LAY M2 D 16

END
END

+prog aqb urs:2
head definition of external section
echo full extr
beam 1 x 0 NCS 1 type sect

LC 1 type (D)
S no 1 x 0 MY 1000

end


+prog aqb urs:3
head
echo full extr
beam type sect
rein rmod sing LCR 101 $ creating LCR 101 with minimum reinforcement from AQUA

LC 1 type (D)

comb sum lc1 1 0.01 lcst 101

desi ulti

end


+prog aqb urs:4
head
echo full extr
beam type sect
rein rmod sing LCR 1 $ creating LCR 1 with necessary reinforcement from loading

LC 1 type (D)

comb sum lc1 1 lcst 102

desi ulti

end