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Columns
Resistance Factor in Columns Formulas
The Resistance Factor accounts for the possible conditions that the actual fastener strength may be less than the calculated strength value. It is given by AISC LFRD. And is denoted by Φ.
Columns formulas that make use of Resistance Factor
f
x
Design Strength of Axially Loaded Composite Column
Go
f
x
Gross Area of Steel Core given Design Strength of Axially Loaded Composite Column
Go
f
x
Axial Load Capacity of Short Rectangular Members
Go
f
x
Tensile Stress in Steel for Axial-Load Capacity of Short Rectangular Members
Go
f
x
Tension Reinforcement Area for Axial-Load Capacity of Short Rectangular Members
Go
f
x
Compressive Reinforcement Area given Axial-Load Capacity of Short Rectangular Members
Go
f
x
Ultimate Strength for Short, Circular Members when Controlled by Tension
Go
f
x
Ultimate Strength for Short, Circular Members when Governed by Compression
Go
f
x
Ultimate Strength for Short, Square Members when Controlled by Tension
Go
f
x
Ultimate Strength for Short, Square Members when Governed by Compression
Go
FAQ
What is the Resistance Factor?
The Resistance Factor accounts for the possible conditions that the actual fastener strength may be less than the calculated strength value. It is given by AISC LFRD.
Can the Resistance Factor be negative?
{YesorNo}, the Resistance Factor, measured in {OutputVariableMeasurementName} {CanorCannot} be negative.
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