- Civil Engineering
- Design of Steel Structures
- Web crippling generally occurs at the po...

Q. |
## Web crippling generally occurs at the point where |

A. | bending moment is maximum |

B. | shearing force is minimum |

C. | concentrated loads act |

D. | deflection is maximum |

Answer» C. concentrated loads act |

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Design of Steel Structures

- The web crippling due to excessive bearing stress can be avoided by
- 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
- 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)
- 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
- Modified moment of inertia of sections with a single web, is equal to moment of inertia of the section about Y-Y axis at the point of maximum bending moment and is multiplied by the ratio of
- The forces acting on the web splice of a plate girder are
- 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
- Shear buckling of web in a plate girder is prevented by using
- The gross section of the web of a beam is defined as
- The economical depth d of a web plate in which allowable bearing stress is fb, and the maximum bending moment is M, as suggested by Rawater and Clark, is

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