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Discussion :: Structural Design Specifications

  1. The gap between web plates and flange plates for fillet welds should not be more than

    2. A.
    0.5 mm
    B.
    0.75 mm
    C.
    1.0 mm
    D.
    1.25 mm
    E.
    1.5 mm

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    Workspace

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    Answer : Option E

    Explanation :

    No answer description available for this question. Let us discuss.

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