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VGK Design Tool
General Arrangement at the Construction
Standard Application at Cantilever
Choose your assembly version
Standard Application at Cantilever
Working Scaffold at Cantilever
Vertical Application at Abutment
Working Scaffold at Abutment
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Parapet Geometry
1 - Parapet height
H
(cm)
The parapet height
H
has to be a value between %d cm und %d cm.
For the bracket height VGK 80 and VGK 120 the parapet height is limited to %d cm. For the bracket height VGK 150 it is limited to %d cm.
2 - Parapet width
B
(cm)
tooltipParapetWidth
3 - Transverse inclination of bridge
cantilever
α
q
(°)
The transversal inclination
α
q
of the bridge cantilever has to be a value between %d ° and %d °.
4 - Longitudinal bridge
inclination
s
(%)
The longitudinal inclination of the bridge
s
has to be a value between %d %% and %d %%.
Anchoring
5 - Anchoring type
Loading...
Please refer to the instructions of assembly and use for geometric dimensions for installing the anchors.
6 - Concrete strength class
C20/25
C30/37
C35/45
C45/55
Please choose the concrete strength class.
System Configuration
7 - Suspension head
VGK
Flex VGK
Please choose the suspension head.
8 - Bracket height
Loading...
The bracket height %s describes the system configuration with the bracket post %s and the suspension head %s.
9 - Side protection
HSGP-2
tooltipSideProtection
10 - Actual width of influence
b
act.
(m)
In general the width of influence
b
act.
has to be a value between %.2f m (geometrically recommended value) and %.2f m.
For the maximum width of influence for the chosen configuration, please see below.
Perm. width of influence
b
max
(m):
(governed by: %s)
1.85
The resulting permissible width of influence
b
max
is limited between %.2f m (geometrically recommended value) and %.2f m due to the chosen configuration.
Project Description
Show parameters
User
Project
Project number
Unit
Calculate
Utilizations
Anchor Forces
Representative Utilizations
Design Anchor Forces | View
Important Requirements for the Intended Use
Please pay attention:
+ The results shown are used for planning the VGK cantilevered parapet bracket. The tool determines the permissible width of influence as well as the reaction and anchor forces.
+ The calculation specifications and results sheet do not constitute a static proof in the form of testable statics but can be added to such a proof together with the type test.
+ The instructions for assembly and use must always be used to execute the determined configuration.
+ This application is based on the following documents:
- Type test for VARIOKIT VGK Cantilevered Parapet Bracket (04/2016)
- Type test – Suspension Head VGK (03/2014)
- Verification report S-N 130297, LGA Nürnberg, 07.04.2016
- Additional calculations for the use of Bracket Post VGK 70 (ST_bts_2019/17031-1, ST_bts_2019/00502)
- General Technical Approval PERI Anchor Sleeve M24 - Z-21.6-1768
- General Technical Approval PERI Screw-On Cone-2 M24/DW20 - Z-21.6-1766
- General Technical Approval PERI Adhesive Anchor - Z-21.8-2048
- General Technical Approval for alternative anchoring system - Nr. Z-21.6-1764
+ The load assumptions base on:
- DIN EN 12811: Temporary works equipment (04/2004)
- DIN EN 12812: Falsework - Performance requirements and general design (12/2004)
- DIN EN 1991-1-4: Eurocode 1: Actions on structures - Part 1-4: General actions - Wind actions (12/2010)
Language Selection
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Deutsch
Česky
Technical Information
technical information ...
Terms of Use
Imprint
PERI SE
Formwork Scaffolding Engineering
Rudolf-Diesel-Straße 19
89264 Weißenhorn
Germany
Phone: +49 (0)7309.950-0
Fax: +49 (0)7309.951-0
apps-tools.service@peri.de
www.peri.com
Support Information
Contacting PERI
Questions regarding the PERI Engineering Apps can be asked via the PERI SupportCenter:
https://supportcenter.peri.app/tickets/create?product=EngineeringApps.
Version Information
VGK Design Tool
Version 1.0.3
© PERI SE.
All rights reserved.
Changes in v1.0.3
(31.01.2025)
Improvements:
* New Suspension Head.
Changes in v1.0.2
(31.10.2020)
Changes:
* The Excel-extension was updated.
Changes in v1.0.1
(01.10.2018)
Improvements:
* The terms and conditions of use and a part of the language files were moved to the core-component.
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