STE/Specific/TBT-STE-015

Steel Erection in High Winds

Steel Erection › Specific › Steel Erection in High Winds

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Steel erection in high winds dramatically increases the risk of workers falling and loads swinging uncontrollably.
Wind creates significant forces on large steel sections, making crane lifts dangerous and unpredictable.
Most crane manufacturers specify maximum operating wind speeds between 20 and 40 mph depending on the load.
Lightweight cladding rails, purlins, and sheeting catch the wind like sails and can pull workers off balance.
The Work at Height Regulations 2005 require wind conditions to be assessed before any work at height begins.
Wind speed at height is significantly greater than at ground level — conditions worsen as you go higher.
Steel beams being landed can swing violently in gusts, striking workers and damaging completed steelwork.
Temporary bracing and connections are critical — wind loading on partially erected frames can cause collapse.
Wind chill reduces dexterity in hands, making bolt tightening and connection work more difficult and dangerous.
Site-specific wind action plans should set clear trigger levels for reducing or stopping steel erection.

Prevent fatal falls	Wind gusts blow workers off unprotected steelwork at height — this is a leading cause of steelwork fatalities.
Avoid crane incidents	Suspended steel loads become uncontrollable in high winds, striking structures and people on the ground.
Structural collapse risk	Partially erected steel frames without final connections can be blown over by wind loading.
Legal requirement	The Work at Height Regulations 2005 require adverse weather to be considered in all work at height risk assessments.

Don't

Check the weather forecast for wind speed and gusts before starting each shift
Monitor wind speed using an on-site anemometer at working height, not ground level
Stop crane lifts when wind speed exceeds the crane's rated limit for the load
Secure all partially erected steelwork with temporary bracing before leaving for the day
Tighten all bolted connections to the specified torque as soon as sections are landed
Use tag lines on all suspended steel loads to control swing during placement
Ensure fall protection is in place for all workers on steel at height in any wind
Brief the team on stop work trigger levels and the procedure to make work safe
Reduce the sail area of loads by choosing smaller lifts when wind is a factor
Store loose items and materials securely to prevent them becoming windborne projectiles

DON'T erect steelwork when wind speeds at working height exceed the agreed limit
DON'T lift large flat sections like cladding or decking panels in gusty conditions
DON'T leave partially connected steelwork unbraced overnight or during weather breaks
DON'T rely on ground-level wind readings to judge conditions at height on the structure
DON'T attempt to manually control a swinging steel load — stand clear and use tag lines
DON'T ignore gusting conditions even if the average wind speed is within limits
DON'T work at height on steelwork without securing your harness to an anchor point
DON'T pressure workers to continue erection when they feel unsafe in the wind
DON'T remove temporary bracing until permanent connections are fully completed and checked
DON'T store loose sheeting or lightweight panels at height where wind can displace them

See also: Steel Erection Safety | Working in High Winds

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