• Codes
  • Features

    Features Overview

    Go to features
    Reference

    Reference.

    A reliable and up-to-date source of codes.
    Research

    Research.

    Rapidly and efficiently calculate project parameters.
    Collaboration

    Collaboration.

    Get everyone on the same page and streamline code research.
    Workflows
    Architects
    Architects
    General Contractors
    General Contractors
    Building Official & Plans Examiners
    Building Official & Plans Examiners
    Inspectors
    Inspectors
    Owners
    Owners
    Subcontractors
    Subcontractors
    Code Consultants
    Code Consultants
  • Pricing
  • Login
  • Sign Up
Sign Up
Login
  • Code Library
  • Features
  • Pricing
  • About
  • Careers
  • Help
  • Contact
  • Terms
  • Privacy
Sign Up
Upgrade to Premium
Code calculators: Code Calculators automatically generates a detailed list of requirements.
REFERENCE
Amendment Styling
Industry-leading search
Code diagrams
RESEARCH
Code calculators
Filter by topic
Code compare
Code sheet exports
COLLABORATION
Team projects
Bookmarks
Comments
START 2 WEEK FREE TRIAL
Have an account? Sign in
// CODE SNIPPET

3107F.2.9 Concrete Pile Caps With Concrete Deck

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
JUMP TO FULL CODE CHAPTER
Pile caps and decks are capacity protected components. Use the procedure of Section 3107F.2.5.7 to establish the over strength demand of the plastic hinges. Component capacity shall be based on nominal material strengths, and reduction factors according to ACI 318 [7.7].

3107F.2.9.1 Component Acceptance/Damage Criteria

For new pile caps and deck, Level 1 seismic performance shall utilize the design methods in ACI 318 [7.7]; Level 2 seismic performance shall be limited to the following strains:
Deck/pile cap:εc ≤ 0.005
Reinforcing steel tension strain:εS ≤ 0.01
For existing pile caps and deck, the limiting strain values are defined in Table 31F-7-5.
Concrete components for all nonseismic loading combinations shall be designed in accordance with ACI 318 [7.7].

3107F.2.9.2 Shear Capacity (Strength)

Shear capacity shall be based on nominal material strengths; reduction factors shall be in accordance with ACI 318 [7.7].

Related Code Sections


3107F.2.9 [SLC] Marine Oil Terminals, Concrete Pile Caps With Concrete Deck
Reinforcing steel tension strain: ε S ≤ 0.01 For existing pile caps and deck, the limiting strain values are defined in Table 31F-7-5. Concrete ...
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 [SLC] Marine Oil Terminals, Concrete Pile Caps With Concrete Deck
existing pile caps and deck, the limiting strain values are defined in Table 31F-7-5.      Concrete components for all nonseismic ...
California Building Code 2019 (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.2.9.1 [SLC] Marine Oil Terminals, Component Acceptance/Damage Criteria
For new pile caps and deck, Level 1 seismic performance shall utilize the design methods in ACI 318 [7.7]; Level 2 seismic performance shall ...
California Building Code 2019 (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.2.9.1 Component Acceptance/Damage Criteria
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 2019 (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)
3107F.2 [SLC] Marine Oil Terminals, Concrete Deck With Concrete or Steel Piles
     For existing pile caps and deck, the limiting strain values are defined in Table 31F-7-5.      Concrete components ...
California Building Code 2019 (Vol 1 & 2) > 31F [SLC] Marine Oil Terminals > 3107F Structural Analysis and Design of Components > 3107F.2 Concrete Deck With Concrete or Steel Piles
Help Contact Us Privacy Terms
Code sheet exports
Code sheet exports
Generate a code sheet that integrates with your drawing set.
Search
Search
Don't miss relevant code. Quickly locate sections across your jurisdiction.
Shared projects
Shared projects
Projects provide a dedicated space to collaborate on code research.
Code diagrams
Code diagrams
Unpack the code through illustrations and descriptions.
Code Calculators
Code Calculators
Code calculators automatically generate a detailed list of requirements.
Code Compare
Code Compare
Highlight differences between any two building codes.
UpCodes Premium
Leverage the most sophisticated code compliance platform.
VISIT PRICING
UpCodes Premium
Leverage the full code compliance platform.
START 2 WEEK FREE TRIAL PRICING