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Caption | Calculation | Symbol | = | Value | Unit | Reference OR Explanation |

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**Load No: 1** | | | |

1 | Loading Pattern | L Ty | = | 4 | | Pt = 1; UDL = 2; TDL = 3; VDL= 4 |

2 | Distributed Load | w | = | 10 | | kN/m |

3 | Start Location | a | = | 4 | m | |

4 | Length of Spread | s | = | 4 | m | |

5 | Direction | Dir | = | 270 | Deg | |

6 | Increasing/Decreasing | Rate | = | 2 | | 1-Constant, 2-Increasing, 3-Decreasing |

7 | Equation exponent | Eq | = | 2 | | For example Eq=1 for y=mx+b AND Eq=3 for y=cx^3 |

**Inputs: Beam Specifications** | | | |

Moment of Inertia | | Iz | = | 562500000 | mm^4 | |

Loads & Reactions | | | = | | | |

Shear Force | | | = | | | |

SF zero position | Iteration | SF(~0) | = | 0.00 | | Occurs at 6.40 |

**Results ** | | | |

Support Reaction | Iteration | R1 | = | 2.88 | kN | 2.88 kN |

Support Reaction | Sum of All loads - R1 | R2 | = | 10.453 | kN | 10.453 kN; R2 = P - R1 |

FEM at support A | Iteration Method | Mab | = | -8.427 | kNm | |

FEM at support B | Iteration Method | Mba | = | -18.775 | kNm | |

Bending Moment | | | = | | | |

Max Sagging Moment | Iteration Method | Mx+ | = | 13.020 | kN-m | Occurs at: 6.051 |

Deflection Diagram | | | = | | | 0.404 mm occurs at 5.751 |