Mr Gaza
HUS-A 6 / HUS-H 6 / HUS-I 6 / HUS-P 6 Screw anchor in precast prestressed hollow core slabs
HUS-A 6 / HUS-H 6 / HUS-I 6 / HUS-P 6 Screw anchor in precast prestressed hollow core slabs
Anchor version HUS-A 6 Carbon steel Concrete Screw with hex head HUS-H 6 Carbon steel Concrete Screw with hex head HUS-I 6 Carbon steel Concrete Screw with hex head HUS-P 6 Carbon steel Concrete Screw with pan head Benefits - Quick and easy setting - Low expansion forces in base materials - Through fastening - Removable - Forged-on washer and hexagon head with no protruding thread
Prestressed hollow core slabs
Redundant fastening
European Technical Approval
CE conformity
Approvals / certificates
Description a) European technical approval Authority / Laboratory DIBt, Berlin No. / date of issue ETA-10/0005 / 2011-05-12
a) All data given in this section according ETA-10/0005 issue 2011-05-12
Basic loading data
All data in this section applies to - Correct setting (See setting instruction) - No edge distance and spacing influence - Ratio core width / web thickness w/e - Concrete C 30/37 to C 50/60
Characteristic resistance
Anchor version Bottom flange thickness All load directions 218 db FRk [mm] [kN] 25 1,0 HUS-A, -H, -I, -P 6 30 2,0 35 3,0
10 / 2012
HUS-A 6 / HUS-H 6 / HUS-I 6 / HUS-P 6 Screw anchor in precast prestressed hollow core slabs Design resistance
Anchor version Bottom flange thickness All load directions db FRd [mm] [kN] 25 0,7 HUS-A, -H, -I, -P 6 30 1,3 35 2,0
Recommended loads
Anchor version Bottom flange thickness All load directions
a)
HUS-A, -H, -I, -P 6 db Frec [mm] [kN] 25 0,5 30 1,0 35 1,4
a) With overall partial safety factor for action = 1,4. The partial safety factors for action depend on the type of loading and shall be taken from national regulations.
Requirements for redundant fastening
The definition of redundant fastening according to Member States is given in the ETAG 001 Part six, Annex 1. In Absence of a
HUS-A 6 / HUS-H 6 / HUS-I 6 / HUS-P 6 Screw anchor in precast prestressed hollow core slabs
Anchor version HUS-A 6 Carbon steel Concrete Screw with hex head HUS-H 6 Carbon steel Concrete Screw with hex head HUS-I 6 Carbon steel Concrete Screw with hex head HUS-P 6 Carbon steel Concrete Screw with pan head Benefits - Quick and easy setting - Low expansion forces in base materials - Through fastening - Removable - Forged-on washer and hexagon head with no protruding thread
Prestressed hollow core slabs
Redundant fastening
European Technical Approval
CE conformity
Approvals / certificates
Description a) European technical approval Authority / Laboratory DIBt, Berlin No. / date of issue ETA-10/0005 / 2011-05-12
a) All data given in this section according ETA-10/0005 issue 2011-05-12
Basic loading data
All data in this section applies to - Correct setting (See setting instruction) - No edge distance and spacing influence - Ratio core width / web thickness w/e - Concrete C 30/37 to C 50/60
Characteristic resistance
Anchor version Bottom flange thickness All load directions 218 db FRk [mm] [kN] 25 1,0 HUS-A, -H, -I, -P 6 30 2,0 35 3,0
10 / 2012
HUS-A 6 / HUS-H 6 / HUS-I 6 / HUS-P 6 Screw anchor in precast prestressed hollow core slabs Design resistance
Anchor version Bottom flange thickness All load directions db FRd [mm] [kN] 25 0,7 HUS-A, -H, -I, -P 6 30 1,3 35 2,0
Recommended loads
Anchor version Bottom flange thickness All load directions
a)
HUS-A, -H, -I, -P 6 db Frec [mm] [kN] 25 0,5 30 1,0 35 1,4
a) With overall partial safety factor for action = 1,4. The partial safety factors for action depend on the type of loading and shall be taken from national regulations.
Requirements for redundant fastening
The definition of redundant fastening according to Member States is given in the ETAG 001 Part six, Annex 1. In Absence of a