Max Unbraced Length for Flexural Compact Section in Load Factor Design (LFD) Formulas

Max Unbraced Length for Flexural Compact Section is the maximum distance along the member between brace points or points at which the member is braced against deflection in the given direction. And is denoted by L. Max Unbraced Length for Flexural Compact Section is usually measured using the Millimeter for Length. Note that the value of Max Unbraced Length for Flexural Compact Section is always positive.

Formulas to find Max Unbraced Length for Flexural Compact Section in Load Factor Design (LFD)

fxMaximum Unbraced Length for Symmetrical Flexural Compact Section for LFD of BridgesGo

List of variables in Load Factor Design (LFD) formulas

fx Smaller Moment Go

fx Maximum Bending Strength Go

fx Radius of Gyration Go

fx Yield Strength of Steel Go

FAQ

What is the Max Unbraced Length for Flexural Compact Section?

Max Unbraced Length for Flexural Compact Section is the maximum distance along the member between brace points or points at which the member is braced against deflection in the given direction. Max Unbraced Length for Flexural Compact Section is usually measured using the Millimeter for Length. Note that the value of Max Unbraced Length for Flexural Compact Section is always positive.

Can the Max Unbraced Length for Flexural Compact Section be negative?

No, the Max Unbraced Length for Flexural Compact Section, measured in Length cannot be negative.

What unit is used to measure Max Unbraced Length for Flexural Compact Section?

Max Unbraced Length for Flexural Compact Section is usually measured using the Millimeter[mm] for Length. Meter[mm], Kilometer[mm], Decimeter[mm] are the few other units in which Max Unbraced Length for Flexural Compact Section can be measured.

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