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// CODE SNIPPET

306.7.2 Crack Control

Swimming Pool and Spa Code 2018 of Washington > 3 General Compliance > 306 Decks > 306.7 Concrete Joints > 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.

Related Code Sections


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,
, in accordance with Table 23.4.3, accounts for the effect of cracking and crack-control reinforcement on the effective compressive strength of the concrete ...
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 ...
Building Code Requirements for Structural Concrete of Washington > 17 Anchoring to Concrete > 17.4 Design Requirements for Tensile Loading > 17.4.2 Concrete Breakout Strength of Anchor in Tension > 17.4.2.6
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
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