- Civil Engineering
- Design of Steel Structures
- The failure of a web plate takes place b...

Q. |
## The failure of a web plate takes place by yielding if the ratio of the clear depth to thickness of the web, is less than |

A. | 45 |

B. | 55 |

C. | 62 |

D. | 82 |

Answer» D. 82 |

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Design of Steel Structures

- The failure of a web plate takes place by yielding if the ratio of the clear depth to thickness of the web, is less than
- A web plate is called unstiffened if the ratio of clear depth to thickness is less than
- The least permissible clear dimension of the web of thickness t in the panel of a plate girder, is restricted to
- The greatest permissible clear dimension of the web of thickness t in the panel of a plate girder, is restricted to
- The least permissible clear dimension of the web of thickness t in the panel of a plate girder, is restricted to
- The greatest permissible clear dimension of the web of thickness t in the panel of a plate girder, is restricted to
- If R is the reaction on the bearing plate, the minimum moment of. inertia of the bearing stiffener provided at the support of a plate girder of overall depth D, the maximum thickness of the compression flange T, carrying total load W, is
- The thickness of the web of a mild steel plate girder is less than d/200. If only one horizontal stiffener is used, it is placed at
- According to IS : 800 - 71, the minimum thickness of a vertically stiffened web plate, shall not be less than
- The thickness of the web of a mild steel plate girder is less than d/200. If only one horizontal stiffener is used, it is placed at

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