Beams are designed for flexure, shear, and torsion. The program considers 12 equally spaced divisions of the beam member. However this number can be redefined by NSECTION parameter. All these sections are designed for flexure, shear and torsion for all load cases. The results include design results for most critical load case.

UNIT  KG CM
START  CONCRETE DESIGN
CODE  JAPAN
FYMAIN  SRR295 ALL
FYSEC  SRR295 ALL
FC  350 ALL
CLEAR  2.5 MEM 2 TO 6
TRACK  1.0 MEMB 2 TO 9
DESIGN  BEAM 2 TO 9
END  CONCRETE DESIGN