RYS - DESIGN STEEL BRACKET

DESIGN ANGLE BRACKET

Project Title

Select Design Type,     Des_type, mm     Bracket is from

Input Direction (+ve , -ve ) according to that shown in the diagram above.
Leave '0' for Not Applicable (N.A).

Ultimate Moment, M₁ = kNm     Ultimate Shear, H₁ = kN     Ultimate Axial/Tension, P₁ = kN

AB = mm     BC = mm     Stiff Support CD or Weld (if Design Type = A) = mm

x₁ = mm     y₁ = mm     y₂ = mm

Bolt Diameter (for Des Type B & C)=     D_bolt, mm

Bracket width,     b_w, mm     Bracket thickness,     t_b, mm

Nos of Stifferner Plates,     Nos_stiff, nos
Stifferner Plate thickness,     t_stiff, mm
Ave Stifferner Plate Depth,     ( if 0 selected and Nos_stiff > 0, h_stiff = min(AB , BC)*0.707 )
h_stiff, mm
Design Code,     Design Yield Strength for Bracket, N/mm2     Weld size for Design Type A, s_weld, mm

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