Projex Web Drawing Test

Customer details

Set these once for the job, then move on to the building design.

Project name Job number Customer name Site address Salesperson Distributor Notes

Web concept shed

6.0m × 12.0m, Gable

19 issue(s)

Immediate validation

Customer name has not been entered.
Site address has not been entered.
Site options have not been set.
API not run yet: Geocoding postcode.
API not run yet: Geocoding elevation.
API not run yet: Coast distance.
API not run yet: Wind map with region.
API waiting: enter postcode and run site lookup.
API waiting: select a site lookup result.
API not run yet: MaxSpacing3.
API not run yet: RoofPurlins.
API not run yet: SideWall Girts.
API not run yet: End Wall Girts.
API not run yet: Bracing.
API not run yet: SLS Deflection Limits.
API not run yet: Frame ULS.
API not run yet: Footings.
API waiting: run Engineering APIs.
API dependency: engineering APIs need site options.

Customer / job

Job: PX-WEB-001
Customer: Not entered
Site: Not entered
Postcode: Not entered
Location: Not resolved
GPS: Not resolved
Elevation: Not resolved
Coast distance: Not resolved
Wind region: Not resolved
Wind map: Not resolved
Sales: Not entered

Specification preview

Bay spacing: 3.00m
Wall cladding: Trimdek, Surfmist
Roof: Gable, Monument
Openings: 1 item(s)
Left lean-to: Not included
Right lean-to: Not included

Selected steel sections

Int column: C15020 (C section, 0.152 web × 0.064 flange)
Int rafter: C15020 (C section, 0.152 web × 0.064 flange)
Ext column: C15020 (C section, 0.152 web × 0.064 flange)
Ext rafter: C15020 (C section, 0.152 web × 0.064 flange)
Side girt: TH121245 (TH121245)
End girt: TH121245 (TH121245)
Purlin: TH121245 (TH121245)

Engineering preview

API-ready design prospect. Frame ULS returns engineer-verified ULS/SLS pass/fail results after the API has run; this Blazor view displays those results and does not calculate them locally.

Frame: 6.0m span × 12.0m length
API chain: Not run
Roof: Gable, L 14.9° / R 14.9°
Grid: 4 bay(s), 5 frame line(s), 3.00m spacing
Openings: 1 opening(s), 5.04m² total area

Internal columnC15020 · C sectionweb 0.152m, flange 0.064m, effective thickness 0.002m, lip 20

Internal rafterC15020 · C sectionweb 0.152m, flange 0.064m, effective thickness 0.002m, lip 20

External columnC15020 · C sectionweb 0.152m, flange 0.064m, effective thickness 0.002m, lip 20

External rafterC15020 · C sectionweb 0.152m, flange 0.064m, effective thickness 0.002m, lip 20

Side girtTH121245 · TH121245From Metroll section list; dimensions not present in source table.

End girtTH121245 · TH121245From Metroll section list; dimensions not present in source table.

Roof purlinTH121245 · TH121245From Metroll section list; dimensions not present in source table.

Engineering API chain follows the workbook order and ends with the engineer-verified Frame ULS/SLS results.

API results

No API results yet. Use Run Engineering APIs to populate this panel.

BOM estimate

Demo material breakdown only; final structural member sizes are not calculated in this app.

Based on 4 bay(s), 5 portal frame line(s), 3.00m bay spacing and 1 opening(s).

Category	Item	Qty	Unit
Frame	Portal frame lines	5	ea
Frame	Portal frame columns - C15020	10	ea
Frame	Column material - C15020	24	m
Frame	Rafters - C15020	10	ea
Frame	Rafter material - C15020	31	m
Frame	End-wall columns - C15020	4	ea
Secondary steel	Wall girts - TH121245	108	m
Secondary steel	Girt cleats/brackets	30	ea
Secondary steel	Roof purlins - TH121245	72	m
Secondary steel	Purlin cleats/brackets	30	ea
Cladding	Trimdek wall sheets - Surfmist	87.9	m²
Cladding	Roof sheets - Monument	80.5	m²
Fixings	Frame bolts	60	ea
Fixings	Cladding fasteners	1092	ea
Trim	Corner flashings	9.6	m
Trim	Barge/eave flashings	36	m
Trim	Ridge capping	12	m
Openings	Roller Door	1	set

Main frame drawing

Customer details

Web concept shed