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Deflection Load Combinations from IBC 1604.3 (Feature 121)

Notes d and f, in the IBC Table 1604.3 that indicate that deflection analysis should have different load combinations in certain cases than other design criteria like shear and moment are implemented in Sizer for the first time. These notes are in the 2009 IBC but are not new to 2009.

This applies to all member types, and for beam, column, and concept mode.

In This Section

IBC 1604.3 Notes

Settings Input

Loads Analysis

Output

See Also

Engineering Design

Absolute Deflection Check (Feature 8)

Long Term Factor from NDS 3.5.2 (Changes 29-33, 34)

Deflection for Counteracting .6D + W Combination (Bug 2131)

Load Combination Description in Deflection Diagram (Bug 2134)

Additional Data Note for Live Deflection (Change 33)

Number of Deflection Points (Change 50)

Maximum Shear in the Span of Member Warning (Bug 2172)

Number of Shear and Bending Moment Points (Change 51)

Design Shear for Non-critical Supports in Shear Diagram (Change 56)

Shear Diagram with Notches (Change 57)

Notch Points of Interest (Change 55)

Removal of UBC (Change 61)

Removal of References to AF&PA (Change 54)