To control seasonal thermal and shrinkage cracking in lengthy exposed slabs, which planning approach spaces engineered movement joints responsibly?

Choices

• (A) Use monolithic pours regardless of climate swings
• (B) Provide engineer-stamped joint layouts tying thermal and shrinkage movement to support restraints
• (C) Ignore axial expansion because finishes hide cracks
• (D) Rely on decorative trims without structural jointing