CALCS | BAS019 BARGE HULL GIRDER |

## NOTATION | |

ID | id number, loading band |

M | moment, at rhs of loading band |

Mmax | moment, max (0 if no Mmax in band) |

Name | identity, loading band |

P | force, distributed loading |

p1 | line force, start of distributed loading band |

p2 | line force, end of distributed loading band |

V | shear force, rhs of loading band |

x | position coordinate, loading discontinuity (output) |

X1 | position coordinate, start of distributed loading band |

X2 | position coordinate, end of distributed loading band |

Xcg | position coordinate, loading band, effecive point of action |

xmax | position coordinate, max moment (0 if no Mmax in band) |

Maximum number of loads 200.

Graph showing distributed loads, buoyancy, shear force & bending moment plots

1st loading band in the input table is the hydrostatic reaction.

Mmax and the corresponding xmax within each continuous loading band are reported in the output. Mmax=0 & xmax=0 are reported if no minima or maxima is found.

## INPUT FORMAT | |||||||||

DAT019 | title | ||||||||

ID | X1 | X2 | P | Xcg | Name | ||||

en | ter | tab | de | limited | data | ||||

ENDDAT | |||||||||

## EXAMPLE | |||||||||

## Input | |||||||||

DAT019 | example | ||||||||

ID | X1 | X2 | P | Xcg | Name | ||||

1 | 0 | 50 | 0 | 0 | reaction | ||||

2 | 15 | 35 | 61.65 | 28.333 | load | ||||

ENDDAT | |||||||||

## Output | |||||||||

STN | x | p1 | p2 | V | M | xmax | Mmax | ||

1 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | ||

2 | 15 | -0.7398 | -1.036 | -13.32 | -94.33 | 0 | 0 | ||

3 | 35 | -1.035 | 4.734 | 23.67 | -183.1 | 28.85 | -229.1 | ||

4 | 50 | -1.43 | -1.726 | -3.725E-8 | -8.941E-7 | 50 | 5.548 | ||

END019 |