Warping

Sectional Warping Sections, Beam Capacity & Maximum Warp Length

The creel sets the sections. The flange sets the length. They are different constraints.

Warp & Creel How the warp is split
ends
m
tex
Beam What the flange can hold
mm
mm
mm
kg/m3

Sections Required

—

Set by the creel, rounded up

Sections, Beam Capacity & Length

Ends per Section
—
Section Width
— mm
Maximum Warp Length on One Beam
— m
Beam Capacity
— kg
Mass of the Planned Warp
— kg
Beams Required
—
Planned Warp against Beam Capacity
— %
Ends per Centimetre
— 1/cm

Beam capacity is the geometric annulus volume and assumes the warp is built level to the flange, which in practice is not done - a beam is normally wound short of the flange for handling and to avoid damage to the outer ends, so usable capacity runs below the figure here. Packing density should be measured on a full beam rather than assumed, since it moves with warping tension, yarn type and whether the warp is sized. Ends per centimetre is the mean across the beam width and does not describe the reed plan or any deliberate variation in end spacing. The beams-required figure is arithmetic and does not consider whether splitting a warp across beams is acceptable for the fabric, which depends on the loom and the style.

Sectional Warping Sections, Beam Capacity & Maximum Warp Length — free, with the formula and a worked example, at Textile School.