// CODE SNIPPET
4.9 Sustainability
JUMP TO FULL CODE CHAPTER
The licensed design professional shall be permitted to specify in the construction documents sustainability requirements in addition to strength, serviceability, and durability requirements of this Code.
The strength, serviceability, and durability requirements of this Code shall take precedence over sustainability considerations.
Related Code Sections
4.9 Structural System Requirements, Sustainability
The licensed design professional shall be permitted to specify in the construction documents sustainability requirements in addition to strength ...
Building Code Requirements for Structural Concrete of Illinois > 4 Structural System Requirements > 4.9 Sustainability
4.9 Structural System Requirements, Sustainability
The licensed design professional shall be permitted to specify in the construction documents sustainability requirements in addition to strength ...
Building Code Requirements for Structural Concrete of Illinois > 4 Structural System Requirements > 4.9 Sustainability
17.5.2.2 Anchoring to Concrete,
Design of adhesive anchors to resist sustained tension shall satisfy Eq. (17.5.2.2) 0.55ϕ N ba ≥ N ua,s (17.5.2.2 ...
Building Code Requirements for Structural Concrete of Illinois > 17 Anchoring to Concrete > 17.5 Design Strength > 17.5.2 > 17.5.2.2
24.2.4 Serviceability Requirements, Calculation of Time-Dependent Deflections
be calculated as the product of the immediate deflection caused by sustained load and the factor λ Δ (24.2.4.1.1 ...
Building Code Requirements for Structural Concrete of Illinois > 24 Serviceability Requirements > 24.2 Deflections Due to Service-Level Gravity Loads > 24.2.4 Calculation of Time-Dependent Deflections
24.2.4 Serviceability, Calculation of Time-Dependent Deflections
be calculated as the product of the immediate deflection caused by sustained load and the factor λ Δ (24.2.4.1.1 ...
Building Code Requirements for Structural Concrete of Illinois > 24 Serviceability > 24.2 Deflections Due to Service-Level Gravity Loads > 24.2.4 Calculation of Time-Dependent Deflections