Technical Data - Heavy Duty Girder Truss Hanger

THGQ

Technical Data

Dimensions

Dimensions - THGQ - Heavy Duty Girder Truss Hanger
product.image_with_dim.alt - THGQ - Heavy Duty Girder Truss Hanger
References Header dimensions [mm] Joist Size Dimensions [mm] Header holes Joist holes
Min. width Width A B C D t Ø6.4 [mm] Ø6.4 [mm]
THGQ80SCR 147 2x35 80 675 135 38 3 30 8
THGQ102SCR 172 2x47 102 675 135 38 3 30 8
THGQ116SCR 197 3x35 116 675 135 38 3 30 8
THGQ154SCR 197 3x47 or 4x35 154 500 135 63 3 32 8
THGQ202SCR 222 4x47 202 500 135 63 3 32 8

Product Capacities

Product Capacities - THGQ - Heavy Duty Girder Truss Hanger
product.image_with_dim.alt - THGQ - Heavy Duty Girder Truss Hanger
References Fasteners Characteristic capacity - Timber TR26 [kN] Safe Working Load [kN]
Header Joist R1,k R2,k R1,SWL,Medium Term R2,SWL,Short term
Qty Qty SDS25212 SDS25212 TR26 header TR26 joist
SDS25212 SDS25212
THGQ80SCR 30 8 79.7 22.4 40.4 14.4
THGQ102SCR 30 8 79.7 22.4 40.4 14.4
THGQ116SCR 30 8 79.7 22.4 40.4 14.4
THGQ154SCR 32 8 79.7 22.4 40.4 14.4
THGQ202SCR 32 8 79.7 22.4 40.4 14.4

1. SDS25212 6.4 X 63.5mm structural wood screws. CE marked in accordance with EN14592.
2. Safe working loads have been determined in accordance with BS5268 and are based on TR26 timber.
3. Uplift values have been determined by calculation in accordance with the relevant design standard.

Product capacities - Timber to timber - Partial nailing

Product capacities - Timber to timber - Partial nailing - THGQ - Heavy Duty Girder Truss Hanger
product.image_with_dim.alt - THGQ - Heavy Duty Girder Truss Hanger
References Fasteners Characteristic capacity - Timber TR26 [kN] Safe Working Load [kN]
Header Joist R1,k R2,k R1,SWL,Medium Term R2,SWL,Short term
Qty Qty SDS25212 SDS25212 TR26 header TR26 joist
SDS25212 SDS25212
THGQ80SCR 30 4 66.3 11.2 32.8 7.2
THGQ102SCR 30 4 66.3 11.2 32.8 7.2
THGQ116SCR 30 4 66.3 11.2 32.8 7.2
THGQ154SCR 32 4 66.3 11.2 32.8 7.2
THGQ202SCR 32 4 66.3 11.2 32.8 7.2

1. SDS25212 6.4 X 63.5mm structural wood screws. CE marked in accordance with EN14592.
2. Safe working loads have been determined in accordance with BS5268 and are based on TR26 timber.
3. Uplift values have been determined by calculation in accordance with the relevant design standard.