TILT WALL

One portal throughout the wall's lifetime

From idea to a safe
climbing wall.

Configure a model, view it in 3D and request a quote – or register an existing wall and access the correct documents.

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Configurator

Build your model

The selections update the drawing immediately. You can save the configuration in the quote request.

Professional installers?

Provides mounting options that require professional design and installation.

Model -5–75 10 × 10 ft Kilter Full Ride 25 cm kickboard None selected

Structural interface loads

Standard design, actuator failure and one failed anchor

Awaiting calculation data for this wall and mounting configuration.

ULS γG 1.35 γQ 1.50Single actuator failure 1.25 dynamicOne anchor failed 5 of 6 activeLoad distribution 1.25
ULS downward floor load—Design load at front supports
ULS rear floor-anchor tension—Total design tension
Single-failure average anchor demand—Loaded six-anchor side
Preliminary highest-anchor design load—Five-anchor average × distribution factor
Characteristic vertical load—Wall, frame, holds and climber
Governing wall angle—Degrees

Engineer / selected-anchor ETA verification required. Preliminary calculation only.

Visible calculation basis

How the preliminary anchor design load is calculated

1. Standard design calculation

Permanent and variable actions are factored separately before reactions are calculated.

Ed = γG × Gk + γQ × Qk

γG = 1.35 for unfavorable permanent action and γQ = 1.50 for climber action.

2. Single actuator failure

One actuator is assigned 0% and the remaining side 100%. The cross-braced rear frame is provisionally treated as rigid. The characteristic rear tension is assigned to the loaded six-anchor side and multiplied by the displayed dynamic failure factor.

Average failure demand per anchor = Tk × kfailure / 6

3. One failed anchor and unequal distribution

One of the six anchors on the loaded side is assumed unavailable. The factored group tension, including the dynamic failure factor, is divided between five survivors. A provisional distribution factor accounts for unequal loading until the elastic bolt-group calculation is validated.

Preliminary highest-anchor design load = ULS group tension × dynamic factor / 5 × distribution factor
Engineering verification required. The distribution factor is provisional, not a completed elastic bolt-group analysis. Frame stiffness, plate flexibility, prying, edge distances, concrete condition, selected anchor ETA, installation and arrest shock must be verified.

Existing wall

Register the wall

A wall number and activation code are sent by email. The code is then entered on the wall's screen.

The registration is stored when the database system is connected.

Mandatory safety step

Read before documents are unlocked

The acceptance is linked to the person, wall number, time and version of the safety information. Material changes require renewed acceptance.

Based on 'READ THIS.pdf'. The text must be verified against the manufacturer's final risk assessment and applicable requirements before final launch.

Documents

Wall documentation

Locked – complete the safety step
PDF

User manual

Generated from the registered model, mounting and accessories.

PDF

Safety information

Risks, safety zones, inspection points and emergency procedure.

DWG / PDF

Model drawings

Dimensions and drawings matched to the registered wall configuration.