Standwell Shed designer

Job

Job number

Client

Site address

Geometry

SpanColumn centrelinesm

Lengthm

Number of bays

Eave heightm

Roof pitch°

Frame

Rafter type

Columns

Rafters

Truss depthmm

Panel lengthBetween chord nodesmm

Chords

Webs

Doubled webs at each end

Column bases

Column fly brace spacingm

Rafter fly brace spacingm

Purlins and girts

Roof purlins

Purlin spacingm

Wall girts

Girt spacingm

Rows of bridging

Lapped and continuous over frames

Site and wind

Wind region

Terrain category

Importance level

Shielding, Ms

Topography, Mt

Combination factor, Kc

Openings

Roof cladding dead loadkPa

Roof live load0 = calculate automaticallykPa

Bracing and footings

Wire rope bracing

Braced bays per side

Pier diametermm

Pier depthm

Skin frictionUltimate, from geotechkPa

End bearingUltimate, from geotechkPa

Deflection limits

Eave sway, h /

Apex vertical, span /

Purlins and girts, span /

Set the shed size and site, then check the design. Every member is checked and the governing result is shown here.