Tower Safety • Forces Are Not Hidden
Tower Rigging Plan V5
Structured to align with ANSI 10.48; project information, rigging class, tower type, hoists, rigging attachments, temp guys, lift angles, checklist, sign off signature, anchor logic, lift presets, force-vector teaching overlays, PDF export, and a lift geometry engine.
The more knowledge in the planner, the better the rigger. Rig On.
Plan Class
Class II
Max Gross Load
0.0 lb
Vertical Angle
0.0°
Resultant Anchor Force
0.0 lb
Tower-Leg Reaction
0.0 lb
Plan Status
Normal
Project Information
Gross Load Breakdown
MAX GROSS LOAD: 1360.0 lb
Preset Lift Logic by Lift Type
Select a lift type
Preset logic will appear here to help students and planners see common load-path concerns, anchor concerns, and engineering triggers.
ANSI 10.48 Class Rigging Guidance
Class II
- Prepared by a Competent Rigger or a Qualified Person with onsite competent person involvement.
- Handline hoisting under 35 lbs does not need documentation.
- SOW affects integrity and gross loads do not exceed 500 lbs.
Class III
- Prepared by a Qualified Person with onsite involvement of the Competent Person(s).
- Normal construction methods not affecting structural integrity.
- Gross loads do not exceed 2000 lbs.
Class IV
- Prepared by a Qualified Person with onsite competent person involvement and a Qualified Engineer.
- Gross loads exceed 2000 lbs, special methods, demolition, instability, or high-concern anchors.
- Straight tag lifts over 70° regardless of load.
Recommended Class Review
The entered conditions currently align most closely with Class II.
Lift Geometry Engine
Heel Anchor Multiplier
1.00x
Capstan / Haul Estimate
0.0 lb
Tower-Leg Reaction
0.0 lb
Tag Vector Change
0.0 lb
Friction Penalty
0.0 lb
Geometry Risk
Normal
Geometry Engine Notes
Hoists & Anchors
Anchor Logic
Panel point attachment selected.
Rigging Attachment Details
| Attachment | Elevation (ft) | Configuration | WLL / Rating | Notes / Drawing Ref | |
|---|---|---|---|---|---|
Lift Drawing / Attachment Package
For now this stores the file name in the exported PDF summary. A later version can embed the actual image.
Forces Are Not Hidden
Vertical Load Position Angle
0.0°
Maximum Tag Angle
0.0°
Anchor Utilization
0.0%
Resultant Vector
0.0 lb
Vector Risk
Normal
Reaction Multiplier
1.00x
Force Vector Notes
Crane Rigging Plan
Tower Safety Crane Rigging Plan
Use this section when a crane is part of the lift package. Complete the crane data, load data, weather check, rigging equipment, hazards, lift procedure, personnel, and approvals before printing/exporting.
Use this section when a crane is part of the lift package. Complete the crane data, load data, weather check, rigging equipment, hazards, lift procedure, personnel, and approvals before printing/exporting.
Crane Information
Load Information
Weather Checklist — Must Be Completed Before Lift
| Weather Condition | Acceptable Limit | Actual Reading | Safe to Proceed? |
|---|---|---|---|
| Wind Speed (at ground) | ≤ 20 mph | ||
| Wind Speed (at height) | ≤ 25 mph | ||
| Wind Gusts | ≤ 30 mph | ||
| Lightning / Thunderstorm Risk | None within 10 miles | ||
| Rain / Precipitation | Light / None | ||
| Temperature | No extreme conditions | ||
| Visibility | Clear / Good | ||
| Ground Conditions | Stable / Dry |
Rigging Equipment Checklist
| Item | Size / Type | WLL | Qty | Inspected? | Date | |
|---|---|---|---|---|---|---|
