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A contractor needs to remove concrete forms from a beam. The concrete was placed 5 days ago and has reached 70% of design strength. What is the appropriate action?

Correct Answer

C) Remove sides but leave bottom support

ACI standards allow removal of beam sides when concrete reaches sufficient strength (typically 70%), but bottom forms and supports must remain until the concrete reaches adequate strength to carry its own weight plus construction loads, usually 7-14 days.

Answer Options
A
Remove forms immediately
B
Wait until 7 days minimum
C
Remove sides but leave bottom support
D
Wait for full 28-day cure

Why This Is the Correct Answer

Option C correctly follows ACI standards for form removal timing. At 70% design strength (typically achieved in 3-7 days), concrete has sufficient strength to resist lateral pressure, allowing safe removal of side forms. However, the beam still needs bottom support to carry its own weight plus any construction loads until it reaches higher strength levels, typically requiring 7-14 days total.

Why the Other Options Are Wrong

Option A: Remove forms immediately

Removing all forms immediately would be unsafe because while the concrete has reached 70% strength for lateral support, it still needs bottom support to carry structural loads and prevent deflection or cracking.

Option B: Wait until 7 days minimum

Waiting until 7 days minimum is unnecessarily conservative for side form removal, as 70% strength is already adequate for removing sides, and this approach doesn't address the different requirements for side versus bottom support.

Option D: Wait for full 28-day cure

Waiting for the full 28-day cure is extremely conservative and unnecessary, as concrete typically reaches adequate strength for form removal much earlier, and keeping forms on for 28 days would be economically inefficient and impractical.

Memory Technique

Think 'SIDES FIRST' - sides come off when strong enough to hold shape, bottoms stay until strong enough to hold weight

Reference Hint

ACI 318 Building Code Requirements for Structural Concrete, Chapter 6 - Formwork and Shoring, or Florida Building Code Chapter 19

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