" Top Moment Angle " & " Bottom Moment Angle " connection design locks

Moment restraining angles can bolt to the top and bottom flanges of a wide flange or welded plate wide flange beam and are designed per " Top Moment Angle " and " Bottom Moment Angle " locks. Welded restraining angles are not supported. The web connection (not shown) can be clip angles or a single-plate shear connection.

(W beam to W column, bolted moment flange angles) (" Input connection type " = ' Shear ' or ' Clip angle ' or ' Bent plate ' or ' User defined ') (The " Preferred Angle Sizes " setup window must list an appropriate angle) (" Moment type " = ' Bolted ') (" Connection material " = ' Angle ')
" Top Moment Angle " / " Bottom Moment Angle " (both angles are always the same)	Connection design locks in the " Top Moment Angle " are automatically kept the same as correspoinding locks in the " Bottom Moment Angle ." Related locks : Column Flange Stiffeners Column Web Doublers Shear Tab Bent Plate NS/FS Clip Other locks Moment End Plate (welded) Top/Bttm Moment Plate (bolted) Top/Bttm Moment Plate (splice) Moment Flange Plate (moment):

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Connection design locks :

Locks not on the drawing are marked ( not depicted ).

  Top Moment Angle /   Bottom Moment Angle

Moment angle

Material ( not depicted ):

Long leg to ( not depicted ):

Bolt diameter ( not depicted ):

Angle length ( length ):

Connection to supported (shop bolts to the restraining angle leg to the supported beam)

Hole type ( not depicted ):

Rows ( rows supported ):

Horizontal to 1st hole ( 1st ):

Row spacing ( rsp ):

Columns ( columns supported ):

Gage ( ga/ed ):

Column spacing ( csp ):

Connection to supporting (field bolts in the restraining angle leg to the supporting column)

Hole type ( not depicted ):

Rows ( rows supporting ):

Vertical to hole ( vert to 1st ):

Row spacing ( rowspc ):

Columns ( columns supporting ):

Gage ( ga ):

Column spacing ( cspc ):

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