WBD F 100 - T

WBD-P F 100 - 121/160

WBD-P F 100 - 161/200

WBD-P F 100 - 201/310

WBD F 100 - 80/120

WBD F 100/160 - 121/16

WBD F 100/160 - 161/200

WBD F 100/160 - 201/300

End Support WBD F100 HCP

Group: A821

Plug-in component for creating a square end plate at the open end of Beam Section TP F 100 or Beam Bracket/Cantilever Bracket AK F 100

Variation 'T' with octagonal insert allows full utilisation of the beam section within the space required by the End Support WBD

Select a Type

Overview of Types
General Information
Installation
Documents

Overview of Types

General Information

Plug-in component designed to create a square end plate at the open end of a Beam Section TP F 100 or a Beam Bracket/Cantilever bracket AK F 100. Variation 'T' with octagonal insert allows full utilisation of beam section within the space required by the End Support WBD itself.

Certification

CE mark (Declaration of performance see downloads)
ETA-24/0471

Technical specifications

Material base body	steel
Surface	HCP
Corossion class	C4

Load range

Type	-V_X,perm.	V_X,perm.	-V_Y,perm.	V_Y,perm.	-V_Z,perm.	V_Z,perm.
WBD-4KT 80/120-F100 HCP	39,40 kN	39,40 kN	58,90 kN	58,90 kN	58,90 kN	58,90 kN
WBD-8KT 80/120-F100 HCP	26,60 kN	26,60 kN	43,60 kN	43,60 kN	43,60 kN	43,60 kN
WBD-P-4KT 121/160-F100 HCP	66,60 kN	66,60 kN	68,00 kN	68,00 kN	64,40 kN	64,40 kN
WBD-P-4KT 161/200-F100 HCP	52,10 kN	52,10 kN	119,40 kN	119,40 kN	123,00 kN	123,00 kN
WBD-P-4KT 201/310-F100 HCP	64,00 kN	64,00 kN	115,60 kN	115,60 kN	126,50 kN	126,50 kN
WBD-4KT 121/160-F100/160 HCP	68,20 kN	68,20 kN	67,90 kN	67,90 kN	79,20 kN	79,20 kN
WBD-4KT 161/200-F100/160 HCP	-	-	-	-	-	-
WBD-4KT 201/300-F100/160 HCP	-	-	-	-	-	-

Type	-M_X,perm.	M_X,perm.	-M_Y,perm.	M_Y,perm.	-M_Z,perm.	M_Z,perm.
WBD-4KT 80/120-F100 HCP	7,1 kNm	7,1 kNm	8,5 kNm	8,50 kNm	8,5 kNm	8,5 kNm
WBD-8KT 80/120-F100 HCP	3,3 kNm	3,3 kNm	5,4 kNm	5,40 kNm	5,4 kNm	5,4 kNm
WBD-P-4KT 121/160-F100 HCP	6,1 kNm	6,1 kNm	8,1 kNm	8,10 kNm	70 kNm	70 kNm
WBD-P-4KT 161/200-F100 HCP	6,2 kNm	6,2 kNm	13,1 kNm	13,10 kNm	8,6 kNm	8,6 kNm
WBD-P-4KT 201/310-F100 HCP	6,2 kNm	6,2 kNm	5,7 kNm	5,70 kNm	6,4 kNm	6,4 kNm
WBD-4KT 121/160-F100/160 HCP	11,3 kNm	11,3 kNm	13,1 kNm	13,10 kNm	8,6 kNm	8,6 kNm
WBD-4KT 161/200-F100/160 HCP	-	-	-	-	-	-
WBD-4KT 201/300-F100/160 HCP	-	-	-	-	-	-

Also available with DUALSHIELD for high corrosion protection within C5H environments.

Software

This product is available in the following software.

Installation

Depending on the situation, different options are recommended:

Types F100:
a) Directly to building structure: 4 x suitable wall anchors and 4 Self Forming Screws FLS applied to the square/octagonal insert
b) To traditional steel beams between 80 – 310 mm flange dimensions: 1x Assembly Set 5P M12 S, M16 S and 4 Self Forming Screws FLS applied to the square/octagonal insert
c)To Sikla Simotec steel beams 100/120: with Bracket Plates FV 100/120 when positive mechanical connection required

The Beam Section TP F 100 connected to the End Support WBD F 100 has to be screwed with 4 Self Forming Screws FLS F. On each of the opposite sides 2 Self Forming Screws FLS F are necessary. The permissible distance between base plate WBD and profile must not exceed 30 mm.

Types 100/160
a) Directly to building structure: 4 x suitable wall anchors and 4 Self Forming Screws FLS applied to the square/octagonal insert.
b) To traditional steel beams between 80 – 300 mm flange dimensions: 1x Assembly Set 5P M12 S, M16 S and 4 Self Forming Screws FLS applied to the square/octagonal insert.

The Beam Section TP F 100/160 connected to the End Support WBD F 100/160 has to be screwed with 8 Self Forming Screws FLS F. On each of the broader sides 4 Self Forming Screws FLS F are necessary.

Base plate finish:

Type	Base plate finish
WBD F 100-80/120	flat
WBD-P F 100-121/160	corrugated
WBD-P F 100-161/200	corrugated
WBD-P F 100-201/310	corrugated
WBD F 100-T	flat
WBD F 100/160-121/160	flat
WBD F 100/160-161/200	flat
WBD F 100/160-201/300	flat

Documents

Approvals / ETA

siFramo - ETA-24/0471
PDF (2.15MB)

Guidelines / Static

Static Guideline - siMotec
PDF (8.58MB)