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306.6.2 Crack Control

Georgia State Minimum Standard Swimming Pool and Spa Code > 3 General Compliance > 306 Decks > 306.6 Concrete Joints > 306.6.2 Crack Control
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Joints in a deck shall be provided to minimize visible cracks outside of the control joints caused by imposed stresses or movement of the slab.
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Related Code Sections


306.6.2 General Compliance, Crack Control
Joints in a deck shall be provided to minimize visible cracks outside of the control joints caused by imposed stresses or movement of the slab ...
Georgia State Minimum Standard Swimming Pool and Spa Code > 3 General Compliance > 306 Decks > 306.6 Concrete Joints > 306.6.2 Crack Control
306.7.2 General Compliance, Crack control
Joints in a deck shall be provided to minimize visible cracks outside of the control joints caused by imposed stresses or movement of the slab ...
Georgia State Minimum Standard Swimming Pool and Spa Code > 3 General Compliance > 306 Decks > 306.7 Concrete joints > 306.7.2 Crack control
2109.2.1.4 Masonry, Shrinkage cracks
Adobe units shall not contain more than three shrinkage cracks and any single shrinkage crack shall not exceed 3 inches (76 mm) in length or 1 / 8 ...
Georgia State Minimum Standard Building Code > 21 Masonry > 2109 Empirical Design of Adobe Masonry > 2109.2 Adobe construction > 2109.2.1 Unstabilized adobe > 2109.2.1.4 Shrinkage cracks
2109.3.1.4 Masonry, Shrinkage Cracks
Adobe units shall not contain more than three shrinkage cracks and any single shrinkage crack shall not exceed 3 inches (76 mm) in length or 1 / 8 ...
Georgia State Minimum Standard Building Code > 21 Masonry > 2109 Empirical Design of Masonry > 2109.3 Adobe Construction > 2109.3.1 Unstabilized Adobe > 2109.3.1.4 Shrinkage Cracks
1810.3.9.1 Soils and Foundations, Design Cracking Moment
The design cracking moment (Φ M n ) for a cast-in-place deep foundation element not enclosed by a structural steel pipe or tube shall be determined ...
Georgia State Minimum Standard Building Code > 18 Soils and Foundations > 1810 Deep Foundations > 1810.3 Design and Detailing > 1810.3.9 Cast-In-Place Deep Foundations > 1810.3.9.1 Design Cracking Moment
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