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Related Code Sections
1604.3.1 Structural Design, Deflections
The deflections of structural members shall not exceed the more restrictive of the limitations of Sections 1604.3.2 through 1604.3.5 ...
Building Code 2018 of Illinois > 16 Structural Design > 1604 General Design Requirements > 1604.3 Serviceability > 1604.3.1 Deflections
1709.3.2 Special Inspections and Tests, Deflection
The deflection of structural members under the design load shall not exceed the limitations in Section 1604.3 ...
Building Code 2018 of Illinois > 17 Special Inspections and Tests > 1709 Preconstruction Load Tests > 1709.3 Load Test Procedures Not Specified > 1709.3.2 Deflection
2305.2 Wood, Diaphragm Deflection
The deflection of wood-frame diaphragms shall be determined in accordance with AWC SDPWS. The deflection (Δ dia ) of a blocked wood structural panel ...
Building Code 2018 of Illinois > 23 Wood > 2305 General Design Requirements for Lateral Force-Resisting Systems > 2305.2 Diaphragm Deflection
24.2.3 Serviceability Requirements, Calculation of Immediate Deflections
Immediate deflections shall be calculated using methods or formulas for elastic deflections, considering effects of cracking and reinforcement ...
Building Code Requirements for Structural Concrete of Illinois > 24 Serviceability Requirements > 24.2 Deflections Due to Service-Level Gravity Loads > 24.2.3 Calculation of Immediate Deflections
7.3.2 One-Way Slabs, Calculated Deflection Limits
For nonprestressed slabs not satisfying 7.3.1 and for prestressed slabs, immediate and time-dependent deflections shall be calculated in accordance ...
Building Code Requirements for Structural Concrete of Illinois > 7 One-Way Slabs > 7.3 Design Limits > 7.3.2 Calculated Deflection Limits