8132019 Rothoblaastitantechnical Data Sheetsen

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TITAN

4x

steel

S355

2x

ANGLE BRACKETFOR SHEAR LOADS

Beads that ensure goodtorsional behaviour

Two-dimensional plate for wooden buildingconnection to the concrete strip

Excellent coststrength ratio for junction supply and installation

Complete range for wood-to-cement andwood-to-wood junctions

Very high shear strength due to optimalgeometric design

Screw fixing to ensuregreater strength

Ideal for loadbearing panel buildings forseismic areas and with strong winds

Drilling hole indication tofacilitate installation

Shear strength equivalent to 4 times that of ldquostandardrdquo angle brackets withonly two anchorages in the concrete

High resistance Class S355 steel(was Fe 510)

DOUBLEhole

RAISED holes

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F23F2 F3

TITAN TCN TITAN PLATE TCP

F23

Flat

T I T A N T

C N 2

0 0

T I T A N T

C N 2

4 0

T I T A N P

L A T E T C P

2 0 0

T I T A N T

T N 2

4 0

40 x 60 5 0 x 50

[mm] [mm]

600 574

Flat = F23 bull Kt

TITAN TTN

eF2 F3 e

G

21 2

APPLICATIONS The angle bracket allows the transfer of lateral shear loads (F23) in wood-to-cement and wood-to-wood junctions

The junction can be obtained using a single angle bracket or 2 angle brackets installed symmetrically

Wood-to-cement junction

1 The fixing of the anchors into the cement must be verified separately based on the loads stressing the anchors and that can be defined via the K t coefficients the K t coefficients vary in

function of the installation and are indicated on the following page the anchors are affected by a lateral shear load equivalent to F lat = K t bull F23 where F23 = Shear load acting on the

vertical flange of the angle bracket

2 In compliance with the ETA-110496 the computational model takes into account experimental tests eccentricity e equals the distance between the mass centre of the nails of the

vertical flange and the application point of the shear load for such an eccentricity value (due to experimentally observed torsions) the strengths of the vertical flange and of the

horizontal flange coincide thus determining the resistive equilibrium of the junction in function of this eccentricity shear strength is given directly in the ETA-110496 as indicated in

the tables on the following page

TECHNICAL DRAWINGS 983085 TITANS355 quality steel to EN 100252005 standard with f yk gt 355 Nmm2 Z-275 galvanizing

Eccentricitye

Nails Screws

Wood-to-wood junction

GENERAL CALCULATION PRINCIPLES

8132019 Rothoblaastitantechnical Data Sheetsen

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TITAN TTN

F23

F23TYP TTN

Oslash 40 x 60 Oslash 50 x 50

TTN 240 36 36 165 379 203 467

F23

Flat

Cmin

[mm]

Oslash12 114 300 18 10 70Oslash16 213 390 125 18 80

Oslash16 172 379 15 16 100

TITAN TCP

Flatext

Flatext

F23

Flatint

TYP TCP

TCP 200 3 x Oslash12 30 109 249 109 249 100 098

TCP 200

TTN 240

Flat = F23 bull Kt

TITAN TCN

Flatint2

F23

Flatint2

TCN 200

F23

Flatint2 Flatint2

TCN 240

TYP TCN

TCN 200 2 x Oslash12 30 96 221 115 265 076 097

TCN 240 2 x Oslash16 36 132 303 158 363 074 100

1

4

2

3 3

1

5

Flat = F23 bull

Kt

TECHNICAL DATA 983085 WOODCEMENT SHEAR JOINT

TECHNICAL DATA 983085 WOODWOOD SHEAR JOINT

TECHNICAL DATA 983085 CONCRETE JOINT

Shear strength R23

Hole fixing Anker nails Plate screws (LBS)Load on anchors

Cement Wood Oslash 40 x 60 Oslash 50 x 50

nanchor nconn Rzul Rk Rzul Rk Kt perp

[pc x d] [pc] [KN] [KN] [KN] [KN] int ext

The use of two TITAN TCN angle brackets for each single junction doubles design strengths

Shear strength R23

Hole fixing Anker nails Plate screws (LBS)

Wood Wood

nconn nconn Rzul Rk Rzul Rk

[pc] [pc] [KN] [KN] [KN] [KN]

The use of two TITAN TTN angle brackets for each single junction doubles design strengths

ANCHORS Shear strength

Oslash AnchorAnchor type

Rzul Rkγm

Concrete hole cmin

[KN] [KN] [mm] [mm]

Screw Anchorage SKR Oslash 12 x 120Chemical Anchorage INA Oslash16 x 160 + vin resin

Heavy-duty Metal Anchorage AB7 Oslash16 x 150

Shear strength R23

Hole fixing Anker nails Plate screws (LBS)Load on anchors

Cement Wood Oslash 40 x 60 Oslash 50 x 50

nanchor nconn Rzul Rk Rzul Rk Kt

[pc x d] [pc] [KN] [KN] [KN] [KN] int ext

The use of two TITAN TCP plates for each single junction doubles design strengths

NB bull F23 is the shear load actually acting on the vertical flange of the angle bracket F lat is the lateral shear load acting on the anchor

1 The fixing of the anchors into the cement mus t be verif ied separatel y based on the loads stressing the ancho rs and that can b e defined via the coef ficients K t perp and K t 2 Only 2 of the holes in the horizontal flange are to be anchored the anchors are affected by a shear load equal to F lat = K t perp bull F23 that distributes evenly onto the 2 anchors

3 It is preferable to anchor the 2 internal holes and thus Flat = K t perp int bull F23 if this is not possible the 2 external holes are anchored thus F lat = K t perp ext bull F234 All 3 holes of the plate are to be anchored the central anchor is affected by the load F latint = K t int bull F23 each lateral anchor is affected by the load Flatext = K t ext bull F23

Main principles The admit ted values Rzul are the recommended values as per DIN 10521988 standard

The chara cteristic v alues Rk are compliant with EN 19952009 standard in agreement with the ETA 110469 the design values are derived as follows

The coef ficients γm and K mod are to be considered in function of the standards used for computation

NBbull Chemical anchorage consists in 58 class (INA type) steel bars anchored to the cement with vinyl ester resin for concrete (code FE40055-56)

bull The admiss ible values R zul of the screw anchorage the chemical anchorage and the metal anchorage are recommended values in accordance with DIN10521988 standard

bull The charac teristic value s Rk of the SKR screw anchorage are in accordance with the tests conducted by the Politecnico di Milano institute (Test certificate No 200652051)

bull The charac teristic value s Rk of the chemical anchorage are in accordance with ETA-090078 and are computed using the ldquoDesign Method Ardquo (ETAG001)

bull The charac teristic value s Rk of the heavy-duty metal anchorage (type AB7) are in accordance with ETA-070067 and already take into account a reduction factor due to the interaxis

General principles The design values of the anchors are de rived fro m the charac teristic value s as follows with γm indicated in the table

Anchor check is satisfactory when design strength is greater than design load Rd anchor ge Fd lat

RdTITAN=Rk bull k mod

γm

Rk Rdanchor =γm

5 cmin minimumdistance from edge

8132019 Rothoblaastitantechnical Data Sheetsen

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s t e i n h a u s e r b z

| 1 2 0 0 3 3 6 - 0 5

| 0 7 - 1 2

Cement-to-wood junction with TITAN plate

Fixing of dormant beam

APPLICATIONS 983085 ANGLE BRACKETS INSTALLED

Wood-to-wood junctions with TITAN angle bracket

Cement-to-wood junction with TITAN angle bracket

ACCESSORIES

R F S T T

I T A N E N

C O D

8132019 Rothoblaastitantechnical Data Sheetsen

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F23F2 F3

TITAN TCN TITAN PLATE TCP

F23

Flat

T I T A N T

C N 2

0 0

T I T A N T

C N 2

4 0

T I T A N P

L A T E T C P

2 0 0

T I T A N T

T N 2

4 0

40 x 60 5 0 x 50

[mm] [mm]

600 574

Flat = F23 bull Kt

TITAN TTN

eF2 F3 e

G

21 2

APPLICATIONS The angle bracket allows the transfer of lateral shear loads (F23) in wood-to-cement and wood-to-wood junctions

The junction can be obtained using a single angle bracket or 2 angle brackets installed symmetrically

Wood-to-cement junction

1 The fixing of the anchors into the cement must be verified separately based on the loads stressing the anchors and that can be defined via the K t coefficients the K t coefficients vary in

function of the installation and are indicated on the following page the anchors are affected by a lateral shear load equivalent to F lat = K t bull F23 where F23 = Shear load acting on the

vertical flange of the angle bracket

2 In compliance with the ETA-110496 the computational model takes into account experimental tests eccentricity e equals the distance between the mass centre of the nails of the

vertical flange and the application point of the shear load for such an eccentricity value (due to experimentally observed torsions) the strengths of the vertical flange and of the

horizontal flange coincide thus determining the resistive equilibrium of the junction in function of this eccentricity shear strength is given directly in the ETA-110496 as indicated in

the tables on the following page

TECHNICAL DRAWINGS 983085 TITANS355 quality steel to EN 100252005 standard with f yk gt 355 Nmm2 Z-275 galvanizing

Eccentricitye

Nails Screws

Wood-to-wood junction

GENERAL CALCULATION PRINCIPLES

8132019 Rothoblaastitantechnical Data Sheetsen

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TITAN TTN

F23

F23TYP TTN

Oslash 40 x 60 Oslash 50 x 50

TTN 240 36 36 165 379 203 467

F23

Flat

Cmin

[mm]

Oslash12 114 300 18 10 70Oslash16 213 390 125 18 80

Oslash16 172 379 15 16 100

TITAN TCP

Flatext

Flatext

F23

Flatint

TYP TCP

TCP 200 3 x Oslash12 30 109 249 109 249 100 098

TCP 200

TTN 240

Flat = F23 bull Kt

TITAN TCN

Flatint2

F23

Flatint2

TCN 200

F23

Flatint2 Flatint2

TCN 240

TYP TCN

TCN 200 2 x Oslash12 30 96 221 115 265 076 097

TCN 240 2 x Oslash16 36 132 303 158 363 074 100

1

4

2

3 3

1

5

Flat = F23 bull

Kt

TECHNICAL DATA 983085 WOODCEMENT SHEAR JOINT

TECHNICAL DATA 983085 WOODWOOD SHEAR JOINT

TECHNICAL DATA 983085 CONCRETE JOINT

Shear strength R23

Hole fixing Anker nails Plate screws (LBS)Load on anchors

Cement Wood Oslash 40 x 60 Oslash 50 x 50

nanchor nconn Rzul Rk Rzul Rk Kt perp

[pc x d] [pc] [KN] [KN] [KN] [KN] int ext

The use of two TITAN TCN angle brackets for each single junction doubles design strengths

Shear strength R23

Hole fixing Anker nails Plate screws (LBS)

Wood Wood

nconn nconn Rzul Rk Rzul Rk

[pc] [pc] [KN] [KN] [KN] [KN]

The use of two TITAN TTN angle brackets for each single junction doubles design strengths

ANCHORS Shear strength

Oslash AnchorAnchor type

Rzul Rkγm

Concrete hole cmin

[KN] [KN] [mm] [mm]

Screw Anchorage SKR Oslash 12 x 120Chemical Anchorage INA Oslash16 x 160 + vin resin

Heavy-duty Metal Anchorage AB7 Oslash16 x 150

Shear strength R23

Hole fixing Anker nails Plate screws (LBS)Load on anchors

Cement Wood Oslash 40 x 60 Oslash 50 x 50

nanchor nconn Rzul Rk Rzul Rk Kt

[pc x d] [pc] [KN] [KN] [KN] [KN] int ext

The use of two TITAN TCP plates for each single junction doubles design strengths

NB bull F23 is the shear load actually acting on the vertical flange of the angle bracket F lat is the lateral shear load acting on the anchor

1 The fixing of the anchors into the cement mus t be verif ied separatel y based on the loads stressing the ancho rs and that can b e defined via the coef ficients K t perp and K t 2 Only 2 of the holes in the horizontal flange are to be anchored the anchors are affected by a shear load equal to F lat = K t perp bull F23 that distributes evenly onto the 2 anchors

3 It is preferable to anchor the 2 internal holes and thus Flat = K t perp int bull F23 if this is not possible the 2 external holes are anchored thus F lat = K t perp ext bull F234 All 3 holes of the plate are to be anchored the central anchor is affected by the load F latint = K t int bull F23 each lateral anchor is affected by the load Flatext = K t ext bull F23

Main principles The admit ted values Rzul are the recommended values as per DIN 10521988 standard

The chara cteristic v alues Rk are compliant with EN 19952009 standard in agreement with the ETA 110469 the design values are derived as follows

The coef ficients γm and K mod are to be considered in function of the standards used for computation

NBbull Chemical anchorage consists in 58 class (INA type) steel bars anchored to the cement with vinyl ester resin for concrete (code FE40055-56)

bull The admiss ible values R zul of the screw anchorage the chemical anchorage and the metal anchorage are recommended values in accordance with DIN10521988 standard

bull The charac teristic value s Rk of the SKR screw anchorage are in accordance with the tests conducted by the Politecnico di Milano institute (Test certificate No 200652051)

bull The charac teristic value s Rk of the chemical anchorage are in accordance with ETA-090078 and are computed using the ldquoDesign Method Ardquo (ETAG001)

bull The charac teristic value s Rk of the heavy-duty metal anchorage (type AB7) are in accordance with ETA-070067 and already take into account a reduction factor due to the interaxis

General principles The design values of the anchors are de rived fro m the charac teristic value s as follows with γm indicated in the table

Anchor check is satisfactory when design strength is greater than design load Rd anchor ge Fd lat

RdTITAN=Rk bull k mod

γm

Rk Rdanchor =γm

5 cmin minimumdistance from edge

8132019 Rothoblaastitantechnical Data Sheetsen

httpslidepdfcomreaderfullrothoblaastitantechnical-data-sheetsen 44

s t e i n h a u s e r b z

| 1 2 0 0 3 3 6 - 0 5

| 0 7 - 1 2

Cement-to-wood junction with TITAN plate

Fixing of dormant beam

APPLICATIONS 983085 ANGLE BRACKETS INSTALLED

Wood-to-wood junctions with TITAN angle bracket

Cement-to-wood junction with TITAN angle bracket

ACCESSORIES

R F S T T

I T A N E N

C O D

8132019 Rothoblaastitantechnical Data Sheetsen

httpslidepdfcomreaderfullrothoblaastitantechnical-data-sheetsen 34

TITAN TTN

F23

F23TYP TTN

Oslash 40 x 60 Oslash 50 x 50

TTN 240 36 36 165 379 203 467

F23

Flat

Cmin

[mm]

Oslash12 114 300 18 10 70Oslash16 213 390 125 18 80

Oslash16 172 379 15 16 100

TITAN TCP

Flatext

Flatext

F23

Flatint

TYP TCP

TCP 200 3 x Oslash12 30 109 249 109 249 100 098

TCP 200

TTN 240

Flat = F23 bull Kt

TITAN TCN

Flatint2

F23

Flatint2

TCN 200

F23

Flatint2 Flatint2

TCN 240

TYP TCN

TCN 200 2 x Oslash12 30 96 221 115 265 076 097

TCN 240 2 x Oslash16 36 132 303 158 363 074 100

1

4

2

3 3

1

5

Flat = F23 bull

Kt

TECHNICAL DATA 983085 WOODCEMENT SHEAR JOINT

TECHNICAL DATA 983085 WOODWOOD SHEAR JOINT

TECHNICAL DATA 983085 CONCRETE JOINT

Shear strength R23

Hole fixing Anker nails Plate screws (LBS)Load on anchors

Cement Wood Oslash 40 x 60 Oslash 50 x 50

nanchor nconn Rzul Rk Rzul Rk Kt perp

[pc x d] [pc] [KN] [KN] [KN] [KN] int ext

The use of two TITAN TCN angle brackets for each single junction doubles design strengths

Shear strength R23

Hole fixing Anker nails Plate screws (LBS)

Wood Wood

nconn nconn Rzul Rk Rzul Rk

[pc] [pc] [KN] [KN] [KN] [KN]

The use of two TITAN TTN angle brackets for each single junction doubles design strengths

ANCHORS Shear strength

Oslash AnchorAnchor type

Rzul Rkγm

Concrete hole cmin

[KN] [KN] [mm] [mm]

Screw Anchorage SKR Oslash 12 x 120Chemical Anchorage INA Oslash16 x 160 + vin resin

Heavy-duty Metal Anchorage AB7 Oslash16 x 150

Shear strength R23

Hole fixing Anker nails Plate screws (LBS)Load on anchors

Cement Wood Oslash 40 x 60 Oslash 50 x 50

nanchor nconn Rzul Rk Rzul Rk Kt

[pc x d] [pc] [KN] [KN] [KN] [KN] int ext

The use of two TITAN TCP plates for each single junction doubles design strengths

NB bull F23 is the shear load actually acting on the vertical flange of the angle bracket F lat is the lateral shear load acting on the anchor

1 The fixing of the anchors into the cement mus t be verif ied separatel y based on the loads stressing the ancho rs and that can b e defined via the coef ficients K t perp and K t 2 Only 2 of the holes in the horizontal flange are to be anchored the anchors are affected by a shear load equal to F lat = K t perp bull F23 that distributes evenly onto the 2 anchors

3 It is preferable to anchor the 2 internal holes and thus Flat = K t perp int bull F23 if this is not possible the 2 external holes are anchored thus F lat = K t perp ext bull F234 All 3 holes of the plate are to be anchored the central anchor is affected by the load F latint = K t int bull F23 each lateral anchor is affected by the load Flatext = K t ext bull F23

Main principles The admit ted values Rzul are the recommended values as per DIN 10521988 standard

The chara cteristic v alues Rk are compliant with EN 19952009 standard in agreement with the ETA 110469 the design values are derived as follows

The coef ficients γm and K mod are to be considered in function of the standards used for computation

NBbull Chemical anchorage consists in 58 class (INA type) steel bars anchored to the cement with vinyl ester resin for concrete (code FE40055-56)

bull The admiss ible values R zul of the screw anchorage the chemical anchorage and the metal anchorage are recommended values in accordance with DIN10521988 standard

bull The charac teristic value s Rk of the SKR screw anchorage are in accordance with the tests conducted by the Politecnico di Milano institute (Test certificate No 200652051)

bull The charac teristic value s Rk of the chemical anchorage are in accordance with ETA-090078 and are computed using the ldquoDesign Method Ardquo (ETAG001)

bull The charac teristic value s Rk of the heavy-duty metal anchorage (type AB7) are in accordance with ETA-070067 and already take into account a reduction factor due to the interaxis

General principles The design values of the anchors are de rived fro m the charac teristic value s as follows with γm indicated in the table

Anchor check is satisfactory when design strength is greater than design load Rd anchor ge Fd lat

RdTITAN=Rk bull k mod

γm

Rk Rdanchor =γm

5 cmin minimumdistance from edge

8132019 Rothoblaastitantechnical Data Sheetsen

httpslidepdfcomreaderfullrothoblaastitantechnical-data-sheetsen 44

s t e i n h a u s e r b z

| 1 2 0 0 3 3 6 - 0 5

| 0 7 - 1 2

Cement-to-wood junction with TITAN plate

Fixing of dormant beam

APPLICATIONS 983085 ANGLE BRACKETS INSTALLED

Wood-to-wood junctions with TITAN angle bracket

Cement-to-wood junction with TITAN angle bracket

ACCESSORIES

R F S T T

I T A N E N

C O D

8132019 Rothoblaastitantechnical Data Sheetsen

httpslidepdfcomreaderfullrothoblaastitantechnical-data-sheetsen 44

s t e i n h a u s e r b z

| 1 2 0 0 3 3 6 - 0 5

| 0 7 - 1 2

Cement-to-wood junction with TITAN plate

Fixing of dormant beam

APPLICATIONS 983085 ANGLE BRACKETS INSTALLED

Wood-to-wood junctions with TITAN angle bracket

Cement-to-wood junction with TITAN angle bracket

ACCESSORIES

R F S T T

I T A N E N

C O D