3.3 Maximum Allowable Wind Speeds During Erection, Climbing, Dismantling & Operation

Key Takeaways

  • OSHA 29 CFR 1926.1435(b)(4)(iii) requires that wind not exceed the speed recommended by the manufacturer during erecting, climbing, and dismantling; where the manufacturer does not specify a value, a qualified person determines the limit.
  • There is no single federal number for tower crane wind limits - the correct exam answer is always the manufacturer's specified speed, with a qualified person as the fallback only when the manufacturer is silent.
  • Erection, climbing, and dismantling wind limits are always lower than in-service operating limits because the structure is incomplete and large components are suspended with high sail area.
  • 1926.1435(e)(6)(v) requires a wind speed indicator mounted above the upper rotating structure on tower cranes, and at or above jib level on self-erecting cranes; it is a Category II operational aid repairable within 30 calendar days.
  • Wind force rises with the square of velocity, so a doubling of wind speed from 20 mph to 40 mph produces roughly four times the lateral force on the crane and the load.
Last updated: August 2026

3.3 Maximum Allowable Wind Speeds During Erection, Climbing, Dismantling & Operation

Blueprint item D2.3 - "Know the maximum allowable wind speeds during erection, climbing, dismantling, and operation" - is one of the most reliably present items in Domain 2, and one where candidates most often memorize a wrong number.


1. Why There Is No Universal Federal Number

Candidates arrive at the exam expecting a figure like "20 mph" or "25 mph" to be the law. It is not. OSHA 29 CFR 1926.1435(b)(4)(iii) states the rule in full:

Wind speed. Wind must not exceed the speed recommended by the manufacturer or, where manufacturer does not specify this information, the speed determined by a qualified person.

That is the entire federal requirement, and it establishes a strict two-step hierarchy:

+-----------------------------------------------------------------------------+
|              WIND LIMIT AUTHORITY HIERARCHY - 1926.1435(b)(4)(iii)          |
|                                                                             |
|   STEP 1  Does the manufacturer specify a wind speed for this operation?    |
|              |                              |                               |
|             YES                            NO                               |
|              |                              |                               |
|              v                              v                               |
|   [MANUFACTURER'S SPEED GOVERNS]   [QUALIFIED PERSON DETERMINES THE SPEED]  |
|                                                                             |
|   * NOT the operator's judgment                                             |
|   * NOT the general contractor's schedule pressure                          |
|   * NOT a generic industry rule of thumb                                    |
+-----------------------------------------------------------------------------+

ASME B30.3 takes the same position: it directs the user to the manufacturer's specified limits rather than publishing a fixed velocity. So when an exam item offers a specific number as the "OSHA limit," that option is nearly always the distractor. The correct answer names the manufacturer, with a qualified person as the fallback.

[!IMPORTANT] Read wind questions for who decides, not what number. A stem such as "the manufacturer's erection manual does not address wind" is signalling that the answer is qualified person, not a number.


2. Why Erection, Climbing, and Dismantling Limits Are Lower

Manufacturers publish a lower wind threshold for erection, climbing, and dismantling than for in-service lifting, and the physics is straightforward.

Wind force scales with the square of velocity

Dynamic wind pressure is proportional to $V^2$. That means:

Wind SpeedRelative Pressure vs. 20 mphPractical Consequence
20 mph$1\times$ (baseline)Normal production lifting on most machines
28 mph$\approx 2\times$Load control on flat panels becomes difficult
40 mph$4\times$Well beyond in-service limits on most tower cranes
60 mph$9\times$Out-of-service weathervaning condition

A jump from 20 mph to 40 mph is twice the speed but roughly four times the force. Candidates who reason linearly get these questions wrong.

Three compounding factors during erection, climbing, and dismantling

  1. The structure is incomplete. A mast open at a splice, a counter-jib installed without its balancing jib bays, or a jib being assembled in sections has load paths the finished crane never sees.
  2. Sail area is enormous and awkward. A jib bay, a counter-jib, or a machinery deck presents a very large projected area for its weight - a poor weight-to-sail-area ratio compared with a bundle of steel.
  3. Components are handled by people at height. Ironworkers are pinning connections by hand on a swinging component. Wind that is merely inconvenient for a production lift is dangerous here.

3. The Four Wind Regimes an Operator Must Distinguish

RegimeWho Sets the LimitWhat Happens at the Limit
Erection / climbing / dismantlingManufacturer; qualified person if manufacturer is silent - 1926.1435(b)(4)(iii)Operation must not begin; if already underway, it is brought to a safe pinned/secured state and suspended
In-service (production lifting)Manufacturer's operator manual and load chart notesLifting stops; load is landed; crane is prepared for out-of-service condition
Reduced-capacity / derated liftingManufacturer, where the OEM publishes capacity reductions for high-sail-area loadsCapacity reduced per the chart notes; some OEMs prohibit large-panel picks entirely
Out-of-service (storm) conditionManufacturer's out-of-service procedureCrane is secured per Section 6.3: hook raised, trolley to its specified radius, slew brake released so the crane weathervanes, power isolated

[!WARNING] The out-of-service wind figure in a manual - often a much higher number such as a design storm velocity - is not an operating limit. It is the wind the crane is designed to survive while weathervaning, unloaded, and secured. Treating a design storm speed as an operating limit is a serious and commonly tested error.


4. The Wind Speed Indicator Requirement

An operator cannot apply a wind limit without a way to read wind. 1926.1435(e)(6)(v) requires:

A device must be provided to display the wind speed and must be mounted above the upper rotating structure on tower cranes. On self erecting cranes, it must be mounted at or above the jib level.

Mounting location is testable. On a hammerhead, the anemometer goes on the apex/cathead or the counter-jib mast - above the upper rotating structure - so it reads free-stream wind rather than air shadowed by the machinery deck.

Where it sits in the operational-aid framework

The wind speed indicator is a Category II operational aid under 1926.1435(e)(6):

CategoryRepair DeadlineParts Exception
Category I (e.g., anti two-block, load moment limiting device, trolley travel limiting device, rail travel limiting device)7 calendar daysIf parts are ordered within 7 days, repair within 7 days of receiving parts
Category II (e.g., wind speed indicator, load indicating device, boom angle/hook radius indicator, deceleration devices)30 calendar daysIf parts ordered within 7 days and not received in time, repair within 7 days of receipt

Temporary alternative measures for a failed wind speed indicator: use wind speed information from a properly functioning indicating device on another tower crane on the same site, or have a qualified person estimate the wind speed. Note that these alternatives exist for operational aids but not for the safety devices in 1926.1435(d) - for those, 1435(d)(3) is explicit that operations must stop and "alternative measures are not permitted to be used."


5. Reading Wind Correctly in Practice

Several traps recur on both the exam and the jobsite:

  • Gusts, not averages, govern. A manual limit is a limit on the wind the crane actually sees. A 22 mph average with 35 mph gusts is a 35 mph condition for decision-making.
  • Wind at hook height is not wind at grade. A ground-level reading substantially understates conditions 250 feet up, which is exactly why the anemometer is required above the upper rotating structure.
  • Sail area changes the effective limit. A 4 ft x 8 ft plywood-faced form panel weighing 400 lb behaves nothing like a 400 lb bundle of rebar. Where the manufacturer publishes area-to-weight thresholds or derating notes, they apply.
  • Local terrain accelerates wind. Venturi effects between adjacent towers, and vortex shedding off a completed facade, can produce local speeds well above the reported site wind.
  • The decision to stop belongs to the operator. ASME B30.3 and OSHA 1926.1417 both preserve the operator's authority to stop operations for a safety concern. Schedule pressure from a superintendent does not raise a wind limit.
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Wind Decision Path for Erection, Climbing, Dismantling, and Operation
Test Your Knowledge

A tower crane erection is scheduled for tomorrow. The manufacturer's erection manual does not state a maximum wind speed for erection. Under 29 CFR 1926.1435(b)(4)(iii), what governs?

A
B
C
D
Test Your Knowledge

Wind at a jobsite increases from 20 mph to 40 mph. Approximately how does the lateral wind force on the suspended load change?

A
B
C
D
Test Your Knowledge

The wind speed indicator on a hammerhead tower crane stops working. Which statement correctly describes the crane's status under 29 CFR 1926.1435?

A
B
C
D