Joint elements between timber and concrete

Rinforzo Solai

TIMBER - CONCRETE JOINTS - TECHNICAL DATA

Shear connectors for composite structures

   

Composite structures:Timber-concreteSteel-concreteConcrete-concreteDownload area

 

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Class C16 fir wood mechanical properties (EN338) corresponding to class S7
(DIN 4074) according to the LIMIT STATES method

ADMISSIBLE STRESS

directly
on the beam

boards
2 cm

boards
4 cm

STRENGTH (admissible load)

7500

5100

3500

STIFFNESS (service slip modulus)

20800

3140

1410

"BASE" CONNECTORS

Specifications: dowel connector comprising a 50 x 50 x 4 mm base plate with crampons and two holes for 8-mm diameter coach screws with tapered necks, and a 12 mm diameter zinc coated dowel, cold-swaged to the plate. Available dowel heights: 30, 40, 60, 70, 80, 105, 125, 150, 175 and 200 mm. Available screw lengths: 70, 100 and 120 mm.
 

 

"MAXI" connector directly on the beam

base plate 75 x 50 mm, screws Ø 10 mm


 

Specifications: dowel connector comprising a 75 x 50 x 4 mm base plate with crampons and two holes for 10-mm diameter coach screws with tapered necks, and a 12 mm diameter zinc coated dowel, cold-swaged to the plate. Available dowel heights: 30, 40, 60, 70, 80, 105, 125, 150, 175 and 200 mm. Available screw lengths: 100, 120 and 140 mm.

Class C16 fir wood mechanical properties (EN338) corresponding to class S7
(DIN 4074) according to the LIMIT STATES method

ADMISSIBLE STRESS

directly
on the beam

boards
2 cm

boards
4 cm

STRENGTH (admissible load)

8700

6500

6140

STIFFNESS (service slip modulus)

20800

8390

3660

 

"BASE" connector directly on the beam

base plate 50 x 50 mm, screws Ø 8 mm

©  COPYRIGHT 2003 TECNARIA S.p.A. SUNSTREAMS CONSULTING


  Base Connector
  (DWG)

  Maxi Connector
  (DWG)

  Specifications

  Technical
  Data


Applications
Installation
Technical data
DWG files
Certificates
Software
Contact us
Click here to view the LIMIT STATES
Click here to view the LIMIT STATES