ADIT · Stone-cladding anchor selection — adhesive with mechanical fixing

✎ Project details

Project name

Structural engineer

Location / address

Building area

Date

Anchor approval/ETA

2 Building dimensions

Building height H (m)

Facade width b (m)

Tile height z (m)

No. of storeys

Tile position on the facade

5 Seismic load — SI 413 (2023)

Include seismic check (non-structural element, Annex I)

Rock acceleration Z (g)

Short-period S_s (g)

Ground type

Structure importance I

Component factor R_p

Component rigidity

Predicted storey drift (mm)

Z and S_s from the town map/list in SI 413 (2023) — Z≈0.075 in the centre/coast up to ~0.30 in the Dead Sea rift / Eilat. R_p=0.75 for a rigid curtain wall (table I.1). F_p=R_p·PGA·W·I (PGA=F_a·Z). The governing force on the anchor = the maximum of wind and earthquake; the connection and bolts are designed for 4× F_p (satisfied against the ultimate pull-out ≥6000 N), with a sliding connection allowing ≥13 mm storey drift.

1 Building location

City / area

Choose a city from the list or click directly on the map — wind speed v_b and seismic acceleration a_gR. Can be edited manually.

Wind speed v_b (m/s)

Terrain roughness category

Detailed wind map (NIS 414) — precise reading by colour

Click a precise location; v will be read_b by the area colour (2022).

4 The stone

Stone type

Exterior / interior

Corrosion class (ISO 9223)

Length L (mm)

Width Wd (mm)

Thickness d (mm)

Density ρ (kg/m³)

Breaking load at hole F_Rk (N)

Stone SF

Prying/eccentricity factor

Cladding method

3 Wall and layers

Anchoring substrate (base wall)

Render / base coat (mm)

Thermal insulation (mm)

Adhesive (mm)

Edge distance c (mm, concrete)

Edge 2 · corner

Anchor spacing s (mm)

Concrete state

✓ Calculation and recommendation

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✓ Result and checks detail

Wind pressure (suction)

—

Force on the tile F_w

—

Out-of-plane

Tile weight

—

Required anchor length

—

Wind calculation details (NIS 414 / EN 1991-1-4)

Seismic calculation details (SI 413 · 2023 · Annex I)