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Bearing stiffeners are designed as:
  • a)
    Beam
  • b)
    Beam life
  • c)
    Ties
  • d)
    Column
Correct answer is option 'D'. Can you explain this answer?
Verified Answer
Bearing stiffeners are designed as:a)Beamb)Beam lifec)Tiesd)ColumnCor...
The combined effect of forces from moment and shear should be considered while designing fasteners or welds for end connections of girders, beams, and trusses. When flanges or moment connection plates for end connections of beams and girders are welded to the flange of an I- or H-shape column, a pair of column-web stiffeners having a combined cross-sectional area Ast not less than that calculated from the following equations must be provided whenever the calculated value of Ast is positive
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Bearing stiffeners are designed as:a)Beamb)Beam lifec)Tiesd)ColumnCor...
The combined effect of forces from moment and shear should be considered while designing fasteners or welds for end connections of girders, beams, and trusses. When flanges or moment connection plates for end connections of beams and girders are welded to the flange of an I- or H-shape column, a pair of column-web stiffeners having a combined cross-sectional area Ast not less than that calculated from the following equations must be provided whenever the calculated value of Ast is positive
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Bearing stiffeners are designed as:a)Beamb)Beam lifec)Tiesd)ColumnCor...
The combined effect of forces from moment and shear should be considered while designing fasteners or welds for end connections of girders, beams, and trusses. When flanges or moment connection plates for end connections of beams and girders are welded to the flange of an I- or H-shape column, a pair of column-web stiffeners having a combined cross-sectional area Ast not less than that calculated from the following equations must be provided whenever the calculated value of Ast is positive
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