Ka (area-averaging, Table 4) is computed automatically per panel from tributary area.
double_angle
diagonal yields single angles). To force one family for all members, set
auto_size.kind ("pipe"/"angle") in the JSON — CLI/JSON only, no field
here. Every auto-picked member is capacity-checked like any other — nothing is
modelled-but-unchecked.
elasticBeamColumn attracts moments; the Capacity tab will include moment
utilisation and combined interaction ratios for those members.
| ID | Height | Panels | Bracing | Leg (OD×t) | Diag (OD×t) | Horiz | |
|---|---|---|---|---|---|---|---|
| ✓ — |
Leg splice: "flange" for a pipe (CHS) leg (ring-flange + bolt prying), "leg_splice" for an angle/double-angle leg (bolted lap/cover plate, double shear — use the one matching this section's leg type, not both). Plus bolted shear connections for diagonals/struts, and "redundant_bracing" for the redundant members — either a {"tag": {…}} map giving each redundant tag (r1, r2, …) its own bolt detailing, or a single flat spec shared by every tag. Scaffold-grade — see Connections tab notes in the report. Edit as raw JSON; leave a sub-key out to skip that connection, or leave a tag out of the map to leave it undetailed.
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Fill in the Tower Builder and click Run Analysis| Name | Created | Status | Combination Standard | Job ID | |
|---|---|---|---|---|---|
| Done Error Running |