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CSA Z248-17 (2018) is the national standard of Canada governing the design, manufacture, installation, inspection, testing, maintenance, modification, repair, erection, climbing, dismantling, and operation of tower cranes. This standard applies to all types of tower cranes including those used in construction, industrial, and utility applications. It establishes minimum safety requirements to protect personnel and property.
The standard covers tower cranes with a rated capacity exceeding 1 ton (or 2,000 lbs) and includes both hammerhead and luffing-jib types. It does not apply to mobile cranes configured as tower cranes unless specifically referenced. The scope includes requirements for:
CSA Z248-17 specifies load combinations for ultimate strength design and allowable stress design. Factors include dead load, live load (rated load), wind load, temperature effects, and seismic loads. Special provisions for erection and climbing conditions, as well as out-of-service wind loads.
The standard mandates the use of load moment indicators (LMI) or rated capacity limiters (RCL) that automatically shut down crane motions when the load exceeds the rated capacity. Anti-two-block devices are required to prevent the hook block from contacting the boom tip. Emergency stops, boom angle indicators, anemometers, and travel alarms are also required.
Electrical components must meet CSA C22.1 (Canadian Electrical Code). Control circuits must be interlocked to prevent inadvertent operation. The standard also covers requirements for pendant controls, remote controls, and cabin design.
The following table summarizes key design load factors for tower cranes under different conditions as per CSA Z248-17 (2018):
| Load Condition | Load Factor (ULS) | Load Factor (ASD) | Notes |
|---|---|---|---|
| Dead Load (D) | 1.25 | 1.00 | Includes self-weight of crane |
| Live Load (L) | 1.50 | 1.00 | Rated load (hoist) |
| Wind Load (W) – In-service | 1.50 | 1.00 | Up to 20 m/s (45 mph) |
| Wind Load (W) – Out-of-service | 1.00 | 1.00 | Higher wind speeds with reduced load factor |
| Erection/Climbing Condition | 1.25 | 1.00 | Special load combinations |
| Seismic Load (E) | 1.00 | 1.00 | Low seismic risk areas unless specified |
| Temperature Effects (T) | 1.25 | 1.00 | Consider thermal gradients |
CSA Z248-17 requires that tower cranes be erected according to a documented erection plan, prepared by a qualified engineer or competent person. Foundations must be designed per the manufacturer’s specifications or by a professional engineer. Soil bearing capacity must be verified.
The standard mandates initial (post-erection) load testing, annual load testing, and periodic inspections (daily, weekly, monthly, and annual). Inspections must be performed by qualified persons and records kept for the life of the crane.
Operators must be trained and qualified in accordance with CSA Z248 requirements, including knowledge of crane operation, load charts, signaling, and emergency procedures. The standard references CSA Z150 (Safety Code on Mobile Cranes) for operator certification, but notes that tower crane operators require specific familiarity with tower crane controls and characteristics.
CSA Z248-17 (2018) is adopted by reference in occupational health and safety regulations across many Canadian provinces, including Ontario (O. Reg. 213/91), British Columbia (OHS Regulation Part 14), Alberta (OHS Code), and others. However, some provinces may have amendments or additional requirements. Always verify local regulations.
The standard requires the owner/employer to maintain documentation including design drawings, load charts, inspection reports, maintenance logs, and modification records. Records must be available for review upon request by regulatory authorities.
While similar to ASME B30.3 and ISO 8686 (for tower crane design), CSA Z248 includes Canadian-specific requirements such as adaptation to Canadian climate (ice loads, wind zone maps) and references to Canadian electrical and building codes.
Last updated: 2026