Maximum deflection given max bending moment for strut subjected to uniformly distributed load Solution

STEP 0: Pre-Calculation Summary
Formula Used
Maximum initial deflection = (-Maximum Bending Moment In Column-(Load Intensity*(Column Length^2)/8))/(Axial Thrust)
C = (-M-(qf*(lcolumn^2)/8))/(Paxial)
This formula uses 5 Variables
Variables Used
Maximum initial deflection - (Measured in Meter) - Maximum initial deflection is the degree to which a structural element is displaced under a load.
Maximum Bending Moment In Column - (Measured in Newton Meter) - Maximum Bending Moment In Column is the absolute value of the maximum moment in the unbraced beam segment.
Load Intensity - (Measured in Pascal) - Load Intensity is defined as load applied per unit area.
Column Length - (Measured in Meter) - Column Length is the distance between two points where a column gets its fixity of support so its movement is restrained in all directions.
Axial Thrust - (Measured in Newton) - The Axial Thrust is the resultant force of all the axial forces (F) acting on the object or material.
STEP 1: Convert Input(s) to Base Unit
Maximum Bending Moment In Column: 16 Newton Meter --> 16 Newton Meter No Conversion Required
Load Intensity: 0.005 Megapascal --> 5000 Pascal (Check conversion here)
Column Length: 5000 Millimeter --> 5 Meter (Check conversion here)
Axial Thrust: 1500 Newton --> 1500 Newton No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
C = (-M-(qf*(lcolumn^2)/8))/(Paxial) --> (-16-(5000*(5^2)/8))/(1500)
Evaluating ... ...
C = -10.4273333333333
STEP 3: Convert Result to Output's Unit
-10.4273333333333 Meter -->-10427.3333333333 Millimeter (Check conversion here)
FINAL ANSWER
-10427.3333333333 -10427.333333 Millimeter <-- Maximum initial deflection
(Calculation completed in 00.004 seconds)

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25 Strut Subjected To Compressive Axial Thrust And A Transverse Uniformly Distributed Load Calculators

Maximum deflection for strut subjected to compressive axial and uniformly distributed load
Go Maximum initial deflection = (Load Intensity*(Modulus of Elasticity Column*Moment of Inertia Column/(Axial Thrust^2))*((sec((Column Length/2)*(Axial Thrust/(Modulus of Elasticity Column*Moment of Inertia Column))))-1))-(Load Intensity*(Column Length^2)/(8*Axial Thrust))
Load intensity given max deflection for strut subjected to uniformly distributed load
Go Load Intensity = Maximum initial deflection/((1*(Modulus of Elasticity Column*Moment of Inertia Column/(Axial Thrust^2))*((sec((Column Length/2)*(Axial Thrust/(Modulus of Elasticity Column*Moment of Inertia Column))))-1))-(1*(Column Length^2)/(8*Axial Thrust)))
Maximum bending moment for strut subjected to compressive axial and uniformly distributed load
Go Maximum Bending Moment In Column = -Load Intensity*(Modulus of Elasticity Column*Moment of Inertia Column/Axial Thrust)*((sec((Column Length/2)*(Axial Thrust/(Modulus of Elasticity Column*Moment of Inertia Column))))-1)
Load intensity given max bending moment for strut subjected to uniformly distributed load
Go Load Intensity = Maximum Bending Moment In Column/(Modulus of Elasticity Column*Moment of Inertia Column/Axial Thrust)*((sec((Column Length/2)*(Axial Thrust/(Modulus of Elasticity Column*Moment of Inertia Column))))-1)
Bending moment at section for strut subjected to compressive axial and uniformly distributed load
Go Bending Moment in Column = -(Axial Thrust*Deflection at Section)+(Load Intensity*(((Distance of deflection from end A^2)/2)-(Column Length*Distance of deflection from end A/2)))
Deflection at section for strut subjected to compressive axial and uniformly distributed load
Go Deflection at Section = (-Bending Moment in Column+(Load Intensity*(((Distance of deflection from end A^2)/2)-(Column Length*Distance of deflection from end A/2))))/Axial Thrust
Axial thrust for strut subjected to compressive axial and uniformly distributed load
Go Axial Thrust = (-Bending Moment in Column+(Load Intensity*(((Distance of deflection from end A^2)/2)-(Column Length*Distance of deflection from end A/2))))/Deflection at Section
Length of column for strut subjected to compressive axial and uniformly distributed load
Go Column Length = (((Distance of deflection from end A^2)/2)-((Bending Moment in Column+(Axial Thrust*Deflection at Section))/Load Intensity))*2/Distance of deflection from end A
Load intensity for strut subjected to compressive axial and uniformly distributed load
Go Load Intensity = (Bending Moment in Column+(Axial Thrust*Deflection at Section))/(((Distance of deflection from end A^2)/2)-(Column Length*Distance of deflection from end A/2))
Moment of inertia given maximum stress for strut subjected to uniformly distributed load
Go Moment of Inertia Column = (Maximum Bending Moment In Column*Distance from Neutral Axis to Extreme Point/((Maximum bending stress-(Axial Thrust/Column Cross Sectional Area))))
Distance of extreme layer from NA given max stress for strut under uniformly distributed load
Go Distance from Neutral Axis to Extreme Point = (Maximum bending stress-(Axial Thrust/Column Cross Sectional Area))*Moment of Inertia Column/(Maximum Bending Moment In Column)
Maximum bending moment given max stress for strut subjected to uniformly distributed load
Go Maximum Bending Moment In Column = (Maximum bending stress-(Axial Thrust/Column Cross Sectional Area))*Moment of Inertia Column/(Distance from Neutral Axis to Extreme Point)
Cross-sectional area given maximum stress for strut subjected to uniformly distributed load
Go Column Cross Sectional Area = Axial Thrust/(Maximum bending stress-(Maximum Bending Moment In Column*Distance from Neutral Axis to Extreme Point/Moment of Inertia Column))
Maximum stress for strut subjected to compressive axial and uniformly distributed load
Go Maximum bending stress = (Axial Thrust/Column Cross Sectional Area)+(Maximum Bending Moment In Column*Distance from Neutral Axis to Extreme Point/Moment of Inertia Column)
Axial thrust given maximum stress for strut subjected to uniformly distributed load
Go Axial Thrust = (Maximum bending stress-(Maximum Bending Moment In Column*Distance from Neutral Axis to Extreme Point/Moment of Inertia Column))*Column Cross Sectional Area
Length of column given max bending moment for strut subjected to uniformly distributed load
Go Column Length = sqrt(((Axial Thrust*Maximum initial deflection)-Maximum Bending Moment In Column)*8/(Load Intensity))
Maximum bending moment given elastic modulus for strut subjected to uniformly distributed load
Go Maximum Bending Moment In Column = (Maximum bending stress-(Axial Thrust/Column Cross Sectional Area))*Modulus of Elasticity Column
Cross-sectional area given elastic modulus for strut subjected to uniformly distributed load
Go Column Cross Sectional Area = Axial Thrust/(Maximum bending stress-(Maximum Bending Moment In Column/Modulus of Elasticity Column))
Maximum stress given elastic modulus for strut subjected to uniformly distributed load
Go Maximum bending stress = (Axial Thrust/Column Cross Sectional Area)+(Maximum Bending Moment In Column/Modulus of Elasticity Column)
Elastic modulus given maximum stress for strut subjected to uniformly distributed load
Go Modulus of Elasticity Column = Maximum Bending Moment In Column/(Maximum bending stress-(Axial Thrust/Column Cross Sectional Area))
Axial thrust given elastic modulus for strut subjected to uniformly distributed load
Go Axial Thrust = (Maximum bending stress-(Maximum Bending Moment In Column/Modulus of Elasticity Column))*Column Cross Sectional Area
Load intensity given maximum bending moment for strut subjected to uniformly distributed load
Go Load Intensity = (-(Axial Thrust*Maximum initial deflection)-Maximum Bending Moment In Column)*8/((Column Length^2))
Maximum deflection given max bending moment for strut subjected to uniformly distributed load
Go Maximum initial deflection = (-Maximum Bending Moment In Column-(Load Intensity*(Column Length^2)/8))/(Axial Thrust)
Axial thrust given maximum bending moment for strut subjected to uniformly distributed load
Go Axial Thrust = (-Maximum Bending Moment In Column-(Load Intensity*(Column Length^2)/8))/(Maximum initial deflection)
Maximum bending moment given max deflection for strut subjected to uniformly distributed load
Go Maximum Bending Moment In Column = -(Axial Thrust*Maximum initial deflection)-(Load Intensity*(Column Length^2)/8)

Maximum deflection given max bending moment for strut subjected to uniformly distributed load Formula

Maximum initial deflection = (-Maximum Bending Moment In Column-(Load Intensity*(Column Length^2)/8))/(Axial Thrust)
C = (-M-(qf*(lcolumn^2)/8))/(Paxial)

What is axial thrust?

Axial thrust refers to a propelling force applied along the axis (also called axial direction) of an object to push the object against a platform in a particular direction.

How to Calculate Maximum deflection given max bending moment for strut subjected to uniformly distributed load?

Maximum deflection given max bending moment for strut subjected to uniformly distributed load calculator uses Maximum initial deflection = (-Maximum Bending Moment In Column-(Load Intensity*(Column Length^2)/8))/(Axial Thrust) to calculate the Maximum initial deflection, The Maximum deflection given max bending moment for strut subjected to uniformly distributed load formula is defined as the vertical displacement of a point on a loaded beam. Maximum initial deflection is denoted by C symbol.

How to calculate Maximum deflection given max bending moment for strut subjected to uniformly distributed load using this online calculator? To use this online calculator for Maximum deflection given max bending moment for strut subjected to uniformly distributed load, enter Maximum Bending Moment In Column (M), Load Intensity (qf), Column Length (lcolumn) & Axial Thrust (Paxial) and hit the calculate button. Here is how the Maximum deflection given max bending moment for strut subjected to uniformly distributed load calculation can be explained with given input values -> -10427333.333333 = (-16-(5000*(5^2)/8))/(1500).

FAQ

What is Maximum deflection given max bending moment for strut subjected to uniformly distributed load?
The Maximum deflection given max bending moment for strut subjected to uniformly distributed load formula is defined as the vertical displacement of a point on a loaded beam and is represented as C = (-M-(qf*(lcolumn^2)/8))/(Paxial) or Maximum initial deflection = (-Maximum Bending Moment In Column-(Load Intensity*(Column Length^2)/8))/(Axial Thrust). Maximum Bending Moment In Column is the absolute value of the maximum moment in the unbraced beam segment, Load Intensity is defined as load applied per unit area, Column Length is the distance between two points where a column gets its fixity of support so its movement is restrained in all directions & The Axial Thrust is the resultant force of all the axial forces (F) acting on the object or material.
How to calculate Maximum deflection given max bending moment for strut subjected to uniformly distributed load?
The Maximum deflection given max bending moment for strut subjected to uniformly distributed load formula is defined as the vertical displacement of a point on a loaded beam is calculated using Maximum initial deflection = (-Maximum Bending Moment In Column-(Load Intensity*(Column Length^2)/8))/(Axial Thrust). To calculate Maximum deflection given max bending moment for strut subjected to uniformly distributed load, you need Maximum Bending Moment In Column (M), Load Intensity (qf), Column Length (lcolumn) & Axial Thrust (Paxial). With our tool, you need to enter the respective value for Maximum Bending Moment In Column, Load Intensity, Column Length & Axial Thrust and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
How many ways are there to calculate Maximum initial deflection?
In this formula, Maximum initial deflection uses Maximum Bending Moment In Column, Load Intensity, Column Length & Axial Thrust. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Maximum initial deflection = (Load Intensity*(Modulus of Elasticity Column*Moment of Inertia Column/(Axial Thrust^2))*((sec((Column Length/2)*(Axial Thrust/(Modulus of Elasticity Column*Moment of Inertia Column))))-1))-(Load Intensity*(Column Length^2)/(8*Axial Thrust))
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