Crane & piling working platform

Required platform thickness and a full calculation note.

The tool assists — the responsible engineer checks and approves.

Project name

Calculation ref

Revision

Prepared by

Checked by

Calculation mode

Platform plan area

100 – 50000 m²

Plant type

Plant name / model

Load data source (required)

Track width B

0.3 – 3 m

Track pressure input

Case 2 same as Case 1

Case 1 — loaded track length L

0.5 – 20 m

Case 1 — equivalent pressure qk

50 – 2000 kPa

Case 2 — loaded track length L

0.5 – 20 m

Case 2 — equivalent pressure qk

50 – 2000 kPa

Pressure amplification factor

1 – 3

Support spacing

0 – 30 m

Subgrade type

Soil strength from

Subgrade φ'sk

20 – 45 °

Subgrade Eu

1 – 200 MPa

Subgrade unit weight γs

14 – 23 kN/m³

Groundwater depth below formation

0 – 20 m

Platform material

Required FOS — platform side slope

1 – 2

Slopes / excavations / retaining walls near the platform?

Inputs are saved on this device automatically.