Mill direct · Tianjin, China · EN 10219 tube · ISO 1461 galvanising on request Seller of record: XinYonSen +86 150 2264 1456 2268199197@qq.com
Steel frame millTianjin, China · mill direct
RFQ

SYSTEM 01.03 · MULTI-SPAN CONFIGURATION

MS-960: 9.6 m multi-span film house, 40×80×2.0 arches at 1.0 m.

Reference configuration for larger machinery and higher snow. Where the arch section has to step up. Span 9.6 m, bay 4.0 m, eaves 4.0–5.5 m, 40×80×2.0 arches on 1.0 m centres, G 250 gutter line.

Single-span tunnel, roll-up vents — XinYonSen
Single-span tunnel, roll-up ventsProject photo

The 9.6 m span is the number that decides everything else in this house. At this width the arch carries a predictable bending moment, the gutter carries the bay load, and the post under the gutter carries both. Change the span by a metre and all three change.

MS-960 — reference frame schedule
MemberSectionSpacingNote
Arch40×80×2.01.0 mbent to roof radius
GutterG 250per bay linebrackets at each arch
PurlinC 80×40×15×2.01.0–1.2 mpunched to pattern
Gutter postØ60.3×2.0each archbase plate or anchor
End frameØ48.3×2.0 + bracingeach enddoor frame integrated
Fittingsclamps / bracketsper memberBOM with the frame

Reference only. Sections are confirmed against your load case by your engineer.

MS-960 — dimensionsXY-MS-960
Span
9.6 m
Bay
4.0 m
Eaves height
4.0–5.5 m
Ridge height
span-dependent, per drawing
Arch
40×80×2.0
Arch pitch
1.0 m
Gutter
G 250
Frame weight
see quotation
Covered area example
1,000 m²
Arches
≈ 1 per 8 m²
Loading
40HQ / 40GP
Design by
Your engineer
Indicative values — the quotation and mill certificate carry the final figures.Rev. 2026-11
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What changes when you move up a size

From 6.2 m to 8 m the arch section usually stays the same and the gutter grows. From 8 m to 9.6 m the arch has to step up to 40×80, and from 9.6 m to 12 m either the arch goes to 40×90 or the house gains a truss. That step is the single biggest price jump in the range.

Related

PRICE THIS CONFIGURATION

Quote MS-960 against your area and load case

Send the area and the snow/wind figures. We confirm whether this reference still holds or whether the arch must step up.

Review & send