Differential Movement Calculator | Knight Designs
Reference ToolIndicative tool · BS EN 1995 / Eurocode 5 timber shrinkage & settlement

Differential Movement

Estimate timber-frame settlement relative to a surrounding masonry skin. Set storeys, plates and floor zones; get the movement at every cill and at the eaves.

Knight Designs
Timber Frame Consultancy · Est. 2019
Technical Tool · 01
Differential Movement Calculator
Weybridge · Surrey

Differential movement at each storey

Frame ↓ Cladding ↑ Total Δ As built
Gap to leave at eaves
0.0mm
movement + filler + allowance
Frame Σ ↓
0.0mm
— storeys
Cladding ↑
0.0mm
brick · 1.0 mm/m
Frame height
0.0m
cill at — mm

Your build-up

Inputs · live
01

Building

Storeys
2
Cladding mm/m rise
Roof at eaves
Ground floor

Trusses bear on the top rail + head plate only.

Clay brick expands over time; concrete blockwork shrinks, so no rise is taken for block (its shrinkage is ignored, which is cautious).

02

Storey heights

FFL to FFL · mm · gap at cill
03

Floor zone

each upper floor
0.00mm— mm cross-grain
Plate size mm
04

Ground-floor plates

added to every level
0.00mmnot included
SizeMaterialInitial MC %
Sole plate
Bottom plate

Size is the plate's depth across the grain. All timber is taken to settle at 12% in service; check the delivered moisture content of treated sole plates where you can.

05

Joint allowances

added to every gap

The filler or sealant can't compress to nothing, so its fully-compressed thickness is added to the movement (STA guidance; NHBC Table 1 allows 2 mm). Use your product's figure. The extra allowance is optional, for construction tolerance.

Movement at each level

Cill / Eaves