Samples
Reference models you can click through
Sample — reference model. Not a client project. Not for construction. Three interactive models, then the RF-01 sheets that match the joint on the home page.
RF-02
Steel moment connection, exploded
A 4ES end plate: two bolt rows at the tension flange, one outside and one inside, a stiffener on the web centerline, and one bolt row inside the compression flange. Explode the joint, then click a piece mark. AISC 358 is the reference for the layout. This is not an engineered connection.
Sample — reference model
RF-02 · 4-bolt extended stiffened end plate
Sample — reference model. Not a client project. Not an engineered connection. Not for construction.
RF-02 · 4-bolt extended stiffened end plate
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Layers
| Mark | Description | Qty | Size | Grade |
|---|---|---|---|---|
| COL | Column segment | 1 | W14×82 | ASTM A992 |
| BM1 | Beam segment | 1 | W18×50 | ASTM A992 |
| PL1 | Extended end plate | 1 | PL 3/4 × 9 × 23-3/4 | ASTM A572 Gr. 50 |
| ST1 | End-plate stiffener | 1 | PL 1/2 × 4 × 5 | ASTM A572 Gr. 50 |
| CP1 | Continuity plates, tension flange | 2 | PL 1/2, both sides of web | ASTM A572 Gr. 50 |
| CP2 | Continuity plates, compression flange | 2 | PL 1/2, both sides of web | ASTM A572 Gr. 50 |
| BL1 | End-plate bolts | 6 | 3/4 in dia. | ASTM F3125 Gr. A325 |
| W1 | Flange welds | 2 | CJP | Matching filler, illustrative |
| W2 | Web weld | 2 | 5/16 fillet, both sides | Matching filler, illustrative |
| W3 | Stiffener welds | 1 | 5/16 fillet | Matching filler, illustrative |
| W4 | Continuity-plate welds | 2 | 5/16 fillet | Matching filler, illustrative |
RF-03
Basement wall, placing-drawing style
Stem, footing, dowels, and a bar list. US bar sizes with a Canadian designation toggle. Laps and 90° hooks follow the illustrating conventions of ACI 318 and CSA A23.3, and the sheet habit of ACI 315 and RSIC. Click a row to light the bar, or click the bar to light the row.
Sample — reference model
RF-03 · Basement wall and footing
Sample — reference model. Not a client project. Not for construction.
RF-03 · Basement wall and footing
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Layers
Designation
The US / Canada toggle changes the bar designation and the weight display only. #4 is not the same area as 10M, #5 is not the same area as 15M, and #6 is not the same area as 20M. The 3D bars stay at the US diameters.
| Mark | Size | Qty | Length | Shape | Weight |
|---|---|---|---|---|---|
| V1 | #5 | 20 | 9'-6" | 90° hook at top, 6db bend | 198.7 lb |
| D1 | #5 | 20 | 3'-11" | 90° hook, 12db tail, 6db bend | 81.8 lb |
| H1 | #4 | 9 | 9'-8" | Straight | 58.1 lb |
| H2 | #4 | 9 | 9'-8" | Straight | 58.1 lb |
| F1 | #6 | 10 | 2'-6" | Straight | 37.6 lb |
| F2 | #5 | 4 | 9'-6" | Straight | 39.6 lb |
RF-04
Industrial steel building
Portal frames, rod bracing, girts, purlins, and base plates with anchor rods. Click a member for a sample shop card in the manner of AISC and CISC piece-mark practice. Not a fabrication document.
Sample — reference model
RF-04 · Industrial portal frame
Sample — reference model. Not a client project. Not a fabrication document. Not for construction.
RF-04 · Industrial portal frame
Views
Layers
| Mark | Profile | Qty | Length | Grade |
|---|---|---|---|---|
| C1 | W12×50 | 1 | 16'-4" | ASTM A992 |
| C2 | W12×50 | 1 | 16'-4" | ASTM A992 |
| C3 | W12×50 | 1 | 16'-4" | ASTM A992 |
| C4 | W12×50 | 1 | 16'-4" | ASTM A992 |
| C5 | W12×50 | 1 | 16'-4" | ASTM A992 |
| C6 | W12×50 | 1 | 16'-4" | ASTM A992 |
| R1 | W16×26 | 1 | 20'-0" | ASTM A992 |
| R2 | W16×26 | 1 | 20'-0" | ASTM A992 |
| R3 | W16×26 | 1 | 20'-0" | ASTM A992 |
| R4 | W16×26 | 1 | 20'-0" | ASTM A992 |
| R5 | W16×26 | 1 | 20'-0" | ASTM A992 |
| R6 | W16×26 | 1 | 20'-0" | ASTM A992 |
| G1 | C8×11.5 | 12 | 19'-8" | Cold-formed, illustrative |
| P1 | Z6×2.0 | 12 | 19'-8" | Cold-formed, illustrative |
| ES1 | C8×11.5 | 4 | 19'-8" | Cold-formed, illustrative |
| BR1 | 5/8 in rod | 4 | 24'-5" | ASTM A36 |
| BR2 | 5/8 in rod | 4 | 23'-3" | ASTM A36 |
| BP1 | PL 3/4 × 14 × 14 | 6 | 14 in × 14 in | ASTM A36 |
| AR1 | 3/4 in dia. × 18 in | 24 | 1'-6" | ASTM F1554 Gr. 36 |
RF-01 sheets
Sheets from the home-page joint
The marks match the 3D viewer on the home page: V1, T1, BT1, BB1, BS1, and connection SC-1.
Frame model, concrete only
The building frame behind those joint sheets is also ours: a fictitious seven-level concrete frame in IFC and GLB. It contains columns, beams, slabs, footings, and walls. It does not contain bar centerlines. Bar geometry is the joint viewer and the sheets above.
Next step
Want the same graphic standard on your set?
Drawings, the standard, the format, and the deadline are enough to start. An NDA is available before you transfer files.