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Question

Consider a bolted plate of thickness 8 mm to a gusset plate of thickness 12 mm of plate. Block shear strength of plate in tension yield and shear rupture will be____ kN. (Use Fe410 grade of steel)

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Solution

For tension yield and shear fracture,

Strength=Atgfyγm0+0.9Avnfu3γm1


Atg=80×8=640 mm2

Avn=[(4×40)(412)×16]×8=832 mm2

fu=410 MPa,fy=250 MPa

T=[640×2501.1+0.9×832×4103×1.25]×103

=287.26 kN

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