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3107F.2.9.2 Shear Capacity (Strength)

California Building Code 2022 > 31F [SLC] Marine Oil Terminals > 3107F Structural Analysis and Design of Components > 3107F.2 Concrete Deck With Concrete or Steel Piles > 3107F.2.9 Concrete Pile Caps With Concrete Deck > 3107F.2.9.2 Shear Capacity (Strength)
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Shear capacity shall be based on nominal material strengths; reduction factors shall be in accordance with ACI 318 [7.7].
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3107F.2.9.2 [SLC] Marine Oil Terminals, Shear Capacity (Strength)
Shear capacity shall be based on nominal material strengths; reduction factors shall be in accordance with ACI 318 [7.7] ...
California Building Code 2016 (Vol 1 & 2) > 31F [SLC] Marine Oil Terminals > 3107F Structural Analysis and Design of Components > 3107F.2 Concrete Deck With Concrete or Steel Piles > 3107F.2.9 Concrete Pile Caps With Concrete Deck > 3107F.2.9.2 Shear Capacity (Strength)
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California Building Code 2022 > 31F [SLC] Marine Oil Terminals > 3107F Structural Analysis and Design of Components > 3107F.2 Concrete Deck With Concrete or Steel Piles > 3107F.2.9 Concrete Pile Caps With Concrete Deck > 3107F.2.9.2 Shear Capacity (Strength)
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California Building Code 2019 > 31F [SLC] Marine Oil Terminals > 3107F Structural Analysis and Design of Components > 3107F.2 Concrete Deck With Concrete or Steel Piles > 3107F.2.9 Concrete Pile Caps With Concrete Deck > 3107F.2.9.2 Shear Capacity (Strength)
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