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Certification

The purpose of this test case is to validate some of the analysis of a typical structure with both concrete and steel elements, specifically:

- Deflection
- Forces/Moments
- Linear Analysis

The Structural 3D results were compared against a third-party analysis software.

The structure is a 75-node, 143-member frame structure supported by pinned supports. The building consists of rectangular concrete sections and trusses comprised of L-3x3x1/4 sections.

**Evaluation points:** 10

**Solve Type:** Linear Analysis

Result | Location | SkyCiv | Third Party | Difference |
---|---|---|---|---|

Moment Z | Member 6, End Node | -23.14527 kN-m | -23.12560 kN-m | -0.08506% |

Moment Y | Member 113, Start Node | -3.49773 kN-m | -3.49770 kN-m | -0.000858% |

Shear Y | Member 41, End Node | -19.33509 kN | -19.33526 kN | 0.00088% |

Shear Z | Member 120, Start Node | -2.02810 kN | -2.02741 kN | 0.03403% |

Reaction Y | Node 9 | 125.21598 kN | 125.79432 kN | -0.45975% |

Reaction Y | Node 32 | 102.17532 kN | 102.17130 kN | 0.00393% |

Deflection X | Node 39 | 0.12077 mm | 0.12125 mm | -0.39588% |

Deflection Y | Node 42 | -0.50116 mm | -0.50114 mm | 0.00399% |

Rotation Z | Node 61 | 0.00483 rad | 0.00483 rad | 0.00000% |

Rotation X | Node 14 | 0.00273 rad | 0.00274 | 0.36496% |

Showing moment result about the Z-axis for member 6

Showing reaction results along the Y-axis