Moment at Section of Column with Eccentric Load Formula

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Moment of force is the product of a force and the perpendicular distance of the line of action of the force. Check FAQs
M=P(acrippling+eload-δc)
M - Moment of force?P - Eccentric load on column?acrippling - Deflection of Free End?eload - Eccentricity of Load?δc - Deflection of Column?

Moment at Section of Column with Eccentric Load Example

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With units
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Here is how the Moment at Section of Column with Eccentric Load equation looks like with Values.

Here is how the Moment at Section of Column with Eccentric Load equation looks like with Units.

Here is how the Moment at Section of Column with Eccentric Load equation looks like.

0.18Edit=40Edit(14Edit+2.5Edit-12Edit)
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Moment at Section of Column with Eccentric Load Solution

Follow our step by step solution on how to calculate Moment at Section of Column with Eccentric Load?

FIRST Step Consider the formula
M=P(acrippling+eload-δc)
Next Step Substitute values of Variables
M=40N(14mm+2.5mm-12mm)
Next Step Convert Units
M=40N(0.014m+0.0025m-0.012m)
Next Step Prepare to Evaluate
M=40(0.014+0.0025-0.012)
LAST Step Evaluate
M=0.18N*m

Moment at Section of Column with Eccentric Load Formula Elements

Variables
Moment of force
Moment of force is the product of a force and the perpendicular distance of the line of action of the force.
Symbol: M
Measurement: TorqueUnit: N*m
Note: Value can be positive or negative.
Eccentric load on column
Eccentric load on column is the load that causes direct stress as well as bending stress.
Symbol: P
Measurement: ForceUnit: N
Note: Value should be greater than 0.
Deflection of Free End
Deflection of Free End is the deflection caused due to crippling load at the free end.
Symbol: acrippling
Measurement: LengthUnit: mm
Note: Value can be positive or negative.
Eccentricity of Load
Eccentricity of Load is the distance from the center of gravity of the column section to the center of gravity of the applied load.
Symbol: eload
Measurement: LengthUnit: mm
Note: Value should be greater than 0.
Deflection of Column
Deflection of column refers to the degree to which a column bends or displaces under the influence of external forces such as weight, wind, or seismic activity.
Symbol: δc
Measurement: LengthUnit: mm
Note: Value should be greater than 0.

Other formulas in Columns With Eccentric Load category

​Go Eccentricity given Moment at Section of Column with Eccentric Load
e=(MP)-acrippling+δc
​Go Eccentric Load given Deflection at Section of Column with Eccentric Load
P=((acos(1-(δcacrippling+eload))x)2)(εcolumnI)
​Go Modulus of Elasticity given Deflection at Section of Column with Eccentric Load
εcolumn=(PI((acos(1-(δcacrippling+eload))x)2))
​Go Moment of Inertia given Deflection at Section of Column with Eccentric Load
I=(Pεcolumn((acos(1-(δcacrippling+eload))x)2))

How to Evaluate Moment at Section of Column with Eccentric Load?

Moment at Section of Column with Eccentric Load evaluator uses Moment of force = Eccentric load on column*(Deflection of Free End+Eccentricity of Load-Deflection of Column) to evaluate the Moment of force, Moment at Section of Column with Eccentric Load formula is defined as a measure of the turning force that causes rotation around a pivot point, resulting from the eccentric load applied to a column, which affects the structural integrity of the column. Moment of force is denoted by M symbol.

How to evaluate Moment at Section of Column with Eccentric Load using this online evaluator? To use this online evaluator for Moment at Section of Column with Eccentric Load, enter Eccentric load on column (P), Deflection of Free End (acrippling), Eccentricity of Load (eload) & Deflection of Column c) and hit the calculate button.

FAQs on Moment at Section of Column with Eccentric Load

What is the formula to find Moment at Section of Column with Eccentric Load?
The formula of Moment at Section of Column with Eccentric Load is expressed as Moment of force = Eccentric load on column*(Deflection of Free End+Eccentricity of Load-Deflection of Column). Here is an example- 0.18 = 40*(0.014+0.0025-0.012).
How to calculate Moment at Section of Column with Eccentric Load?
With Eccentric load on column (P), Deflection of Free End (acrippling), Eccentricity of Load (eload) & Deflection of Column c) we can find Moment at Section of Column with Eccentric Load using the formula - Moment of force = Eccentric load on column*(Deflection of Free End+Eccentricity of Load-Deflection of Column).
Can the Moment at Section of Column with Eccentric Load be negative?
Yes, the Moment at Section of Column with Eccentric Load, measured in Torque can be negative.
Which unit is used to measure Moment at Section of Column with Eccentric Load?
Moment at Section of Column with Eccentric Load is usually measured using the Newton Meter[N*m] for Torque. Newton Centimeter[N*m], Newton Millimeter[N*m], Kilonewton Meter[N*m] are the few other units in which Moment at Section of Column with Eccentric Load can be measured.
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