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Q. |
## The gross section of the web of a beam is defined as |

A. | depth of the beam multiplied by its web thickness |

B. | width of the flange multiplied by its web thickness |

C. | sum of the flange width and depth of the beam multiplied by the web thickness |

D. | none of these |

Answer» A. depth of the beam multiplied by its web thickness |

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- The equivalent axial tensile load Pe, which produces an average axial tensile stress in the section equivalent to the combined stress due to axial tension P and bending M, at the extreme fibre of the section, is given by (where Z is the section modulus of the section).
- Net sectional area of a tension member, is equal to its gross section area
- In a built up beam actual bending compressive stress fbc is given by (when y1 is the distance of the edge of the beam from the neutral axis).
- The connection of one beam to another beam by means of an angle at the bottom and an angle at the top, is known as
- A beam may be designed as a cased beam if
- In a built up beam actual bending compressive stress fbc is given by (when y1 is the distance of the edge of the beam from the neutral axis).
- The connection of one beam to another beam by means of an angle at the bottom and an angle at the top, is known as
- 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