Axial Load Capacity
Axial Load Capacity is defined as the maximum load along the direction of the drive train.
Symbol: Pu
Measurement: ForceUnit: N
Note: Value should be greater than 0.
Width of Compression Face
Width of Compression Face is the measurement or extent of something from side to side.
Symbol: b
Measurement: LengthUnit: mm
Note: Value should be greater than 0.
Effective Length of Column
The Effective Length of Column can be defined as the length of an equivalent pin-ended column having the same load-carrying capacity as the member under consideration.
Symbol: L
Measurement: LengthUnit: mm
Note: Value should be greater than 0.
28-Day Compressive Strength of Concrete
The 28-Day Compressive Strength of Concrete is the average compressive strength of concrete specimens that have been cured for 28 days.
Symbol: f'c
Measurement: StressUnit: MPa
Note: Value should be greater than 0.
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.
Symbol: Φ
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.
Eccentricity of Column
The Eccentricity of Column is the distance between the middle of the column's cross-section and the eccentric load.
Symbol: e
Measurement: LengthUnit: mm
Note: Value should be greater than 0.
Bar Diameter
Bar Diameter are most usually comprised to 12, 16, 20, and 25 mm.
Symbol: Db
Measurement: LengthUnit: mm
Note: Value should be greater than 0.
Area Ratio of Gross Area to Steel Area
Area Ratio of Gross Area to Steel Area is the ratio of gross area of steel and area of steel reinforcement.
Symbol: Rho'
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.
Force Ratio of Strengths of Reinforcements
Force Ratio of Strengths of Reinforcements is the ratio of yield strength of reinforcing steel to 0.85 times 28 day compressive strength of concrete.
Symbol: m
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.