- Civil Engineering
- Design of Steel Structures
- Intermediate vertical stiffeners in a pl...

Q. |
## Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds |

A. | 50 t |

B. | 85 t |

C. | 200 t |

D. | 250 tt |

Answer» B. 85 t |

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Design of Steel Structures

- When the depth of a plate girder is at least times the depth of vertical leg of the flange angles, the girder is known as deep plate girder, if is
- When the depth of a plate girder is at least times the depth of vertical leg of the flange angles, the girder is known as deep plate girder, if is
- If d is the distance between the flange angles of a plate girder, vertical stiffeners are provided at a distance not greater than
- If d is the distance between the flange angles of a plate girder, vertical stiffeners are provided at a distance not greater than
- If d is the distance between the flange angles, the vertical stiffeners in plate girders without horizontal stiffeners, are spaced at a distance not less than
- If d is the distance between the flange angles, the vertical stiffeners in plate girders without horizontal stiffeners, are spaced at a distance not less than
- The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of (Where, t = the web thickness in mm and h = the outstand of stiffener in mm)
- In case horizontal stiffeners are not used, the distance between vertical legs of flange angles at the top and bottom of a plate girder, is known as
- In case horizontal stiffeners are not used, the distance between vertical legs of flange angles at the top and bottom of a plate girder, is known as
- 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

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