Type of Structure | Concrete Gravity Dam |

Seismic Zone | V, As per IS 1893 Part I, Z = 0.36 |

Importance Factor | For all dams = 1 |

Rock and Hard Soil Site Factor | Hard soil = 1 |

Damping Ratio | 0.05 |

Height of the Dam | 90 m |

Length of Dam | Unit length of dam is considered |

Base Width of Dam | 70 m |

Specific Weight of Concrete | 25 kN/m |

Poisson Ratio of Concrete | 0.17 |

Modulus of Elasticity of Concrete | 21.718 N/mm |