!#!Info  Example:       Reinforced Concrete Sections
!#!Info  Keyword:       Reinforced Concrete
!#!Info  Program:       AQB
!#!Info  Version:       SOFiSTiK 2016
!#!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 EN1992-2004
ECHO FULL ; PAGE 1
CONC 1 C 20 ; STEE 10 S 500A

SECT 2 ; POLY OPZ ; VERT 1 200 -300 ; 2 200 300    $ top/bottom
         RF 1  160 -240 1. LAY Z2 D 16
         RF 2  160  240 1. LAY Z1 D 16
         RF 3 -160 -240 1. LAY Z2 D 16
         RF 4 -160  240 1. LAY Z1 D 16

END
END


PROG AQB urs:5
HEAD INTERACTION CURVES
echo full extr

$ctrl svrf 1

$CAPA 2 TASK "NM2"  MY 100           AS1 10 10 CMNT 'N-My'
$CAPA 2 TASK "MC" stat ulti  n 0 my  100          AS1 10  0
CAPA 2 TASK "MC" stat ulti  n 0 my  10000        AS1 10  0  $ max curvature M/EI
CAPA 2 TASK "MC" stat ulti  n 0 my  70[0/00]     AS1 10  0
END