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306.7.2 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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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 ...
Swimming Pool and Spa Code 2018 of Washington > 3 General Compliance > 306 Decks > 306.7 Concrete Joints > 306.7.2 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 ...
Swimming Pool and Spa Code 2015 of Washington > 3 General Compliance > 306 Decks > 306.7 Concrete Joints > 306.7.2 Crack Control
23.4.3 Strut-And-Tie Models,
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Building Code Requirements for Structural Concrete of Washington > 23 Strut-And-Tie Models > 23.4 Strength of Struts > 23.4.3
17.4.2.6 Anchoring to Concrete,
or ACI 355.4. The cracking in the concrete shall be controlled by flexural reinforcement distributed in accordance with 24.3.2, or equivalent crack ...
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24.1 Serviceability Requirements, Scope
(24.2) (b) Distribution of flexural reinforcement in one-way slabs and beams to control cracking (24.3) (c) Shrinkage and temperature ...
Building Code Requirements for Structural Concrete of Washington > 24 Serviceability Requirements > 24.1 Scope