Moment resisting timber connections
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Moment Resisting Timber Connections. Moment connection types. Beam splice. Beam to column connection. Corner connection. A few principles of connection design. Keep the load path as direct as possible Connect the loaded fibres Avoid tension perpendicular to grain stresses

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Moment connection types
Moment connection types

Beam splice

Beam to column connection

Corner connection


A few principles of connection design
A few principles of connection design

  • Keep the load path as direct as possible

  • Connect the loaded fibres

  • Avoid tension perpendicular to grain stresses

  • Make use of compression load transfer as much as possible

  • Use steel elements when tension load transfer is necessary



Beam splice
Beam splice

C

C

T

T

compression plate

tension plate



Beam splices
Beam splices

embedded steel rods

compression plate

tension plate





Corner connection1
Corner connection

compression web

tension web

Shear can readily be transferred through bearing plates


Corner connection2
Corner connection

Connection with shear



Corner connection3
Corner connection

Large moments

Connection with shear

Embedded rods




Corner connection4
Corner connection

  • A less desirable connection

  • Causes tension perpendicular to grain

  • Two connections with eccentricity



Sandwiched corner connection
Sandwiched corner connection

  • A less desirable connection

  • Causes tension perpendicular to grain




Beam to column connection

Type C

Beam to column connection





Japanese temple connection
Japanese temple connection

wedge

beam

column


HSS

column

Steel plate welded to HSS column

Glulam beam

Glulam rivets


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