TCA Releases Statement on Responsibility for Bracing Tilt-up Panels

Statement says owner's designated representative for construction is responsible for assigning a qualified firm to review floor slab capacity for the bracing of tilt-up panels

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The Tilt-Up Concrete Association (TCA) has released a position statement assigning responsibility for the assessment of floor slab capacity for the bracing of tilt-up panels. While the TCA previously developed a temporary bracing guideline for use by the tilt-up construction industry that addresses the parameters by which the bracing scheme should be designed, the guideline does not assign responsibility. This statement is intended to provide clarity and direction on an important – and currently under-addressed – area of jobsite safety.

The Occupational Safety and Health Administration (OSHA) requires that tilt-up concrete panels be temporarily braced to prevent panels from overturning or collapsing during the construction of a tilt-up structure (Title 29, Code of Federal Regulations, Standard 1926.704) However, OSHA does not specify how to prevent tilt-up wall panels from overturning or collapsing.

The supplementary statement now released by the TCA is as follows: The Owner’s designated representative for construction shall be responsible for assigning a qualified firm to review the floor slab capacity for the bracing of the tilt-up panels in accordance to the latest edition of the TCA bracing guidelines.

It is widely accepted that the engineer performing the lifting and bracing design is responsible for the sizing, placement and connection of the braces. However, the design of the concrete slab (to which the braces are anchored) to accept these temporary loads does not fall under specific ownership. Tilt-up wall panels continue to be designed taller and wider than ever before, so the surface area per wall panel for accepting wind pressure also grows and this makes temporary brace forces larger. These issues are further exacerbated at corner conditions where braces from multiple panels share slab space.

“There are many variables to consider when reviewing slab thickness design for bracing,” said Matthew Bell, P.E., P. Eng., Chair of the TCA Technical Committee. “One must consider joint locations, fill-in slab areas and in general the available slab which can be accounted for to resist brace forces.”

The TCA Guideline for Temporary Wind Bracing of Tilt-Up Concrete Panels During Construction can be purchased online at

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