Beam to column framing connections

Tekla Structures
2024
Tekla Structures

Beam to column framing connections

Shear tabs

Example Description

Simple shear tab to column flange.

Use Shear plate simple (146).

Simple shear tab to edge/column flange.

Use Shear plate simple (146).

Simple shear tab to column flange with seat angle options.

Use Shear plate simple (146).

Simple shear tab to column flange. Bolt elimination options.

Use Shear plate simple (146).

Shaped shear tab with column stiffeners.

Use Column with stiffeners W (182).

Shaped shear tab with column stiffeners. Sloped secondary.

Use Column with stiffeners W (182).

Shaped shear tab with column stiffeners. Bolts aligned with secondary part.

Use Column with stiffeners W (182).

Shaped shear tab with column stiffeners. Bolt elimination option.

Use Column with stiffeners W (182).

Shear tab with column stiffeners.

Use Column with stiffeners (186).

Shear tab with column stiffeners. Sloped secondary.

Use Column with stiffeners (186).

Shear tab with column stiffeners. Skewed secondary.

Use Column with stiffeners (186).

Shear tab to column flange with column stiffeners.

Use Column with stiffeners (188).

Shear tab to column flange with column stiffeners. Weld preparation and weld access holes for moment connection option.

Use Column with stiffeners (188).

Bolted moment connection to column flange with column stiffeners.

Use Bolted moment connection (134).

Bolted moment connection to column web.

Use Bolted moment connection (134).

Bolted moment connection to column web. Sloped secondary part.

Use Bolted moment connection (134).

Welded moment connection to column flange. Beam weld preparation and weld access hole options.

Use Moment connection (181).

Welded moment connection to column flange. Sloped.

Use Moment connection (181).

Shear tab through tube column.

Use Shear plate tube column (189).

Shear tab through tube column. Two secondary parts.

Use Shear plate tube column (189).

Shear tab through tube column. Two secondary parts. Plate extended to top of column option.

Use Shear plate tube column (189).

Shear tab through tube column. Two secondary parts, level and/or sloped. Bolt alignment options.

Use Shear plate tube column (189).

Shear tab through tube column. Third secondary part after connection applied to original two secondary parts.

Use Shear plate tube column (189).

Clip angles

Example Description

Clip angle connection to column flange or web. Single-sided /double-sided clip. Welded/bolted, bolted/bolted, welded/welded options.

Use Clip angle (141).

Clip angle connection to column flange or web. Single-sided /double-sided clip. Sloped secondary part. Square or bevel cut secondary options.

Use Clip angle (141).

Clip angle connection to column flange or web. Single-sided /double-sided clip. Weld preparation and weld access holes for moment connection.

Use Clip angle (141).

Clip angle connection to column knife connection. Bottom flange blocked or stripped for erection.

Use Clip angle (141).

Clip angle connection to column. Seat angle option. Top/Bottom/Both.

Use Clip angle (141).

Clip angle connection to column flange or web. Single-sided /double-sided clip. Haunch extension option. Top/Bottom/Both.

Use Clip angle (141).

Clip angle connection to column flange or web. Single-sided /double-sided clip. Rotated secondary part.

Use Clip angle (141).

Clip angle connection. Single-sided /double-sided clip. Two secondary parts. Bolted/bolted, welded/bolted, welded/welded options.

Use Two sided clip angle (143).

Clip angle connection. Single-sided /double-sided clip. Two secondary parts. Haunch extension option. Top/Bottom/Both.

Use Two sided clip angle (143).

Clip angle connection. Single-sided /double-sided clip. Two secondary parts. Weld preparation and weld access holes for moment connection.

Use Two sided clip angle (143).

Clip angle connection. Automatic notching of secondary part to provide bolt clearance.

Use Two sided clip angle (143).

Clip angle connection. Single-sided /double-sided clip. Two secondary parts rotated.

Use Two sided clip angle (143).

End plates

Example Description

End plate connection to column flange or web. Level or sloped, square or skewed secondary part.

Use End plate (144).

Full depth end plate connection to column flange or web. Level or sloped, square or skewed secondary part.

Use End plate (144).

End plate connection to column web. Extended plate with haunches option.

Use End plate (144).

End plate connection to column flange. Column stiffener option.

Use End plate (144).

End plate connection to column. Secondary part rotated.

Use End plate (144).

End plate connection. Two secondary parts. Automatic notching for bolt clearance. Haunch option.

Use Two sided end plate (142).

Bent plate

Example Description

Bent plate connection to column flange. Skewed or square secondary part. Plate near side\far side\both sides.

Use Bent plate (190).

Bent plate connection to column web. Skewed or square secondary part. Plate near side\far side\both sides.

Use Bent plate (190).

Welded tee

Example Description

Welded tee to column.

Use Welded tee (32).

Seated connection

Example Description

Beam seat with stiffeners.

Use Rail joint (170).

Beam seat top and bottom with stiffeners. Various bolting options.

Use Rail joint (170).

Beam seat. Multiple stiffener options.

Use Rail joint (170).

Beam seat. Offset secondary part.

Use Rail joint (170).

Bearing type cap plate

Example Description

Beam cantilever over column with cap plate.

Use U.S. Base plate joint (71).

Beam cantilever over column with cap plate. Sloped secondary part.

Use U.S. Base plate joint (71).

Beam cantilever over column with cap plate. Beam stiffener option.

Use U.S. Base plate joint (71).

Beam cantilever over column with cap plate. Column stiffener option.

Use U.S. Base plate joint (71).

Two beams to column cap plate. Beam stiffener options.

Use Seating (39).

Beam column cap plate. Tube steel rails to main part. Cope or hole bolt access options.

Use Column tube seating (100).

Wind column to beam connection.

Use Wind column (5).

Wind column to beam connection. Plate offset option.

Use Wind column (5).

Girt to column

Example Description

Single girt to column. Angle connection.

Use Rail joint (70).

Two girts to column. Angle connection.

Use Rail joint (70).

Beam to column outrigger connection. Main and secondary part stiffener options.

Use Stub (28).

Two girts to column. WT connection.

Use U.S. seat joint 3 (74).

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