CALCS | PROC041 BEAM MEMBER, BENDING AXIAL & SHEAR FORCES |

## NOTATION | ||

A | area, cross section | |

y | position of extreme fibre | |

I | 2nd M of A | |

Ks | factor, shear stress | |

Px | force, axial | |

Py | force, transverse | |

M | moment |

## EXAMPLE | |||

## Call Statement | |||

LET Nm=1:Nk=1:A=69.94:y=9.86:I=3612:Ks=.03:Px=7.9:Py=2.6:M=782:PROC041 | |||

## Output | |||

PROC041 MEMBER, AXIAL, BENDING & SHEAR FORCE, Rev 160995 | |||

fd | = Px/A+FNsgn(Px,M)*M*y/I | = 2.248 | |

fs | = Py/(Ks*A) | = 1.239 | |

UF | = ABS(fd)/(Kd(Nk)*Fy(Nm)) | = 0.9585 | |

UF | = fs/(Ks(Nk)*Fy(Nm)) | = 0.9111 | |

END041 |