Horizontal Reaction given Moment at Section if One End of Column is Fixed and Other is Hinged Calculator

✖The Moment of Section is an overturning effect (tends to bend or turn the member) created by the force(load) acting on a structural member.ⓘ Moment of Section [M_t]			+10% -10%
✖Column Crippling Load is the load over which a column prefers to deform laterally rather than compressing itself.ⓘ Column Crippling Load [P]			+10% -10%
✖Deflection at Section is the lateral displacement at the section of the column.ⓘ Deflection at Section [δ]			+10% -10%
✖Column Length is the distance between two points where a column gets its fixity of support so its movement is restrained in all directions.ⓘ Column Length [l]			+10% -10%
✖Distance b/w Fixed End and Deflection Point is the distance x between the point of deflection at section and fixed point.ⓘ Distance b/w Fixed End and Deflection Point [x]			+10% -10%

✖Horizontal Reaction is used to balance the bending moment due to vertical reactions and dead load, live load, etc.ⓘ Horizontal Reaction given Moment at Section if One End of Column is Fixed and Other is Hinged [H]

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Horizontal Reaction given Moment at Section if One End of Column is Fixed and Other is Hinged Solution

STEP 0: Pre-Calculation Summary

Formula Used

Horizontal Reaction = (Moment of Section+Column Crippling Load*Deflection at Section)/(Column Length-Distance b/w Fixed End and Deflection Point)
H = (M_t+P*δ)/(l-x)
This formula uses 6 Variables

Variables Used

Horizontal Reaction - (Measured in Newton) - Horizontal Reaction is used to balance the bending moment due to vertical reactions and dead load, live load, etc.
Moment of Section - (Measured in Newton Meter) - The Moment of Section is an overturning effect (tends to bend or turn the member) created by the force(load) acting on a structural member.
Column Crippling Load - (Measured in Newton) - Column Crippling Load is the load over which a column prefers to deform laterally rather than compressing itself.
Deflection at Section - (Measured in Meter) - Deflection at Section is the lateral displacement at the section of the column.
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.
Distance b/w Fixed End and Deflection Point - (Measured in Meter) - Distance b/w Fixed End and Deflection Point is the distance x between the point of deflection at section and fixed point.

STEP 1: Convert Input(s) to Base Unit

Moment of Section: 50 Newton Millimeter --> 0.05 Newton Meter (Check conversion here)
Column Crippling Load: 3 Kilonewton --> 3000 Newton (Check conversion here)
Deflection at Section: 12 Millimeter --> 0.012 Meter (Check conversion here)
Column Length: 5000 Millimeter --> 5 Meter (Check conversion here)
Distance b/w Fixed End and Deflection Point: 3000 Millimeter --> 3 Meter (Check conversion here)

STEP 2: Evaluate Formula

Substituting Input Values in Formula

H = (M_t+P*δ)/(l-x) --> (0.05+3000*0.012)/(5-3)

Evaluating ... ...

H = 18.025

STEP 3: Convert Result to Output's Unit

18.025 Newton -->0.018025 Kilonewton (Check conversion here)

FINAL ANSWER

0.018025 Kilonewton <-- Horizontal Reaction

(Calculation completed in 00.004 seconds)

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Home » Physics » Strength of Materials » Column And Struts » Expressions For Crippling Load » Mechanical » One End of Column is Fixed and Other is Hinged » Horizontal Reaction given Moment at Section if One End of Column is Fixed and Other is Hinged

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< One End of Column is Fixed and Other is Hinged Calculators

Deflection at Section given Moment at Section if One End of Column is Fixed and Other is Hinged

LaTeX Go Deflection at Section = (-Moment of Section+Horizontal Reaction*(Column Length-Distance b/w Fixed End and Deflection Point))/Column Crippling Load

Crippling Load given Moment at Section if One End of Column is Fixed and Other is Hinged

LaTeX Go Column Crippling Load = (-Moment of Section+Horizontal Reaction*(Column Length-Distance b/w Fixed End and Deflection Point))/Deflection at Section

Horizontal Reaction given Moment at Section if One End of Column is Fixed and Other is Hinged

LaTeX Go Horizontal Reaction = (Moment of Section+Column Crippling Load*Deflection at Section)/(Column Length-Distance b/w Fixed End and Deflection Point)

Moment at Section if One End of Column is Fixed and Other is Hinged

LaTeX Go Moment of Section = -Column Crippling Load*Deflection at Section+Horizontal Reaction*(Column Length-Distance b/w Fixed End and Deflection Point)

Horizontal Reaction given Moment at Section if One End of Column is Fixed and Other is Hinged Formula

LaTeX Go

Horizontal Reaction = (Moment of Section+Column Crippling Load*Deflection at Section)/(Column Length-Distance b/w Fixed End and Deflection Point)
H = (M_t+P*δ)/(l-x)

What is buckling or crippling load?

In structural engineering, buckling is the sudden change in shape (deformation) of a structural component under loads, such as the bowing of a column under compression or the wrinkling of a plate under shear.

How to Calculate Horizontal Reaction given Moment at Section if One End of Column is Fixed and Other is Hinged?

Horizontal Reaction given Moment at Section if One End of Column is Fixed and Other is Hinged calculator uses Horizontal Reaction = (Moment of Section+Column Crippling Load*Deflection at Section)/(Column Length-Distance b/w Fixed End and Deflection Point) to calculate the Horizontal Reaction, Horizontal Reaction given Moment at Section if One End of Column is Fixed and Other is Hinged formula is defined as the measure of the horizontal reaction force at a section of a column when one end is fixed and the other end is hinged, providing insight into the structural behavior of the column under various loads. Horizontal Reaction is denoted by H symbol.

How to calculate Horizontal Reaction given Moment at Section if One End of Column is Fixed and Other is Hinged using this online calculator? To use this online calculator for Horizontal Reaction given Moment at Section if One End of Column is Fixed and Other is Hinged, enter Moment of Section (M_t), Column Crippling Load (P), Deflection at Section (δ), Column Length (l) & Distance b/w Fixed End and Deflection Point (x) and hit the calculate button. Here is how the Horizontal Reaction given Moment at Section if One End of Column is Fixed and Other is Hinged calculation can be explained with given input values -> 1.8E-5 = (0.05+3000*0.012)/(5-3).

FAQ

What is Horizontal Reaction given Moment at Section if One End of Column is Fixed and Other is Hinged?

Horizontal Reaction given Moment at Section if One End of Column is Fixed and Other is Hinged formula is defined as the measure of the horizontal reaction force at a section of a column when one end is fixed and the other end is hinged, providing insight into the structural behavior of the column under various loads and is represented as H = (M_t+P*δ)/(l-x) or Horizontal Reaction = (Moment of Section+Column Crippling Load*Deflection at Section)/(Column Length-Distance b/w Fixed End and Deflection Point). The Moment of Section is an overturning effect (tends to bend or turn the member) created by the force(load) acting on a structural member, Column Crippling Load is the load over which a column prefers to deform laterally rather than compressing itself, Deflection at Section is the lateral displacement at the section of the column, Column Length is the distance between two points where a column gets its fixity of support so its movement is restrained in all directions & Distance b/w Fixed End and Deflection Point is the distance x between the point of deflection at section and fixed point.

How to calculate Horizontal Reaction given Moment at Section if One End of Column is Fixed and Other is Hinged?

Horizontal Reaction given Moment at Section if One End of Column is Fixed and Other is Hinged formula is defined as the measure of the horizontal reaction force at a section of a column when one end is fixed and the other end is hinged, providing insight into the structural behavior of the column under various loads is calculated using Horizontal Reaction = (Moment of Section+Column Crippling Load*Deflection at Section)/(Column Length-Distance b/w Fixed End and Deflection Point). To calculate Horizontal Reaction given Moment at Section if One End of Column is Fixed and Other is Hinged, you need Moment of Section (M_t), Column Crippling Load (P), Deflection at Section (δ), Column Length (l) & Distance b/w Fixed End and Deflection Point (x). With our tool, you need to enter the respective value for Moment of Section, Column Crippling Load, Deflection at Section, Column Length & Distance b/w Fixed End and Deflection Point and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.

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