Critical Buckling Load on Steel Connecting Rod given Thickness of Flange or Web of Connecting Rod Solution

STEP 0: Pre-Calculation Summary
Formula Used
Critical Buckling Load on Steel Connecting Rod = (261393*Compressive Yield Stress*Thickness of Flange And Web of I Section^4)/(23763*Thickness of Flange And Web of I Section^2+Length of the Connecting Rod)
Pcs = (261393*σc*t^4)/(23763*t^2+LC)
This formula uses 4 Variables
Variables Used
Critical Buckling Load on Steel Connecting Rod - (Measured in Newton) - Critical Buckling Load on Steel Connecting Rod is the most significant load on the steel connecting rod that will not cause lateral deflection.
Compressive Yield Stress - (Measured in Pascal) - Compressive Yield Stress is stress which causes a material to exhibit a specified deformation, usually determined from the stress-strain diagram obtained in a compression test.
Thickness of Flange And Web of I Section - (Measured in Meter) - Thickness of Flange And Web of I Section is the thickness of horizontal and vertical parts of an I section beam or a bar.
Length of the Connecting Rod - (Measured in Meter) - Length of the Connecting Rod is the total length of the connecting rod used in an ic engine.
STEP 1: Convert Input(s) to Base Unit
Compressive Yield Stress: 110.003 Newton per Square Millimeter --> 110003000 Pascal (Check conversion ​here)
Thickness of Flange And Web of I Section: 8 Millimeter --> 0.008 Meter (Check conversion ​here)
Length of the Connecting Rod: 205 Millimeter --> 0.205 Meter (Check conversion ​here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Pcs = (261393*σc*t^4)/(23763*t^2+LC) --> (261393*110003000*0.008^4)/(23763*0.008^2+0.205)
Evaluating ... ...
Pcs = 68243.2832843429
STEP 3: Convert Result to Output's Unit
68243.2832843429 Newton --> No Conversion Required
FINAL ANSWER
68243.2832843429 68243.28 Newton <-- Critical Buckling Load on Steel Connecting Rod
(Calculation completed in 00.007 seconds)

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Buckling in Connecting Rod Calculators

Area Moment of Inertia for Connecting Rod Cross Section
​ LaTeX ​ Go Area Moment of Inertia For Connecting Rod = Cross Sectional Area of Connecting Rod*Radius of Gyration For Connecting Rod^2
Radius of Gyration of I Cross Section about yy Axis
​ LaTeX ​ Go Radius of Gyration of I Section About YY Axis = 0.996*Thickness of Flange And Web of I Section
Height of Cross Section of Connecting Rod at Middle Section
​ LaTeX ​ Go Height of Connecting Rod at Mid Section = 5*Thickness of Flange And Web of I Section
Width of I Cross Section of Connecting Rod
​ LaTeX ​ Go Width of Connecting Rod = 4*Thickness of Flange And Web of I Section

Critical Buckling Load on Steel Connecting Rod given Thickness of Flange or Web of Connecting Rod Formula

​LaTeX ​Go
Critical Buckling Load on Steel Connecting Rod = (261393*Compressive Yield Stress*Thickness of Flange And Web of I Section^4)/(23763*Thickness of Flange And Web of I Section^2+Length of the Connecting Rod)
Pcs = (261393*σc*t^4)/(23763*t^2+LC)

Critical Buckling Load

The strength of a slender structure can be reduced by the risk of buckling or other instability phenomena. Arranging for the loads in the structure to be carried as compressive loads also makes good use of the material The critical buckling load is independent of the strength of the material. This means that, when designing slender structures in which the risk of buckling determines the load-carrying capacity, it does not help to choose an alternative material having higher structural strength.

How to Calculate Critical Buckling Load on Steel Connecting Rod given Thickness of Flange or Web of Connecting Rod?

Critical Buckling Load on Steel Connecting Rod given Thickness of Flange or Web of Connecting Rod calculator uses Critical Buckling Load on Steel Connecting Rod = (261393*Compressive Yield Stress*Thickness of Flange And Web of I Section^4)/(23763*Thickness of Flange And Web of I Section^2+Length of the Connecting Rod) to calculate the Critical Buckling Load on Steel Connecting Rod, Critical buckling load on steel connecting rod given thickness of flange or web of connecting rod is the greatest load that will not cause lateral deflection (buckling). For loads greater than the critical load, the rod will deflect laterally. The critical load puts the rod in a state of unstable equilibrium. A load beyond the critical load causes the column to fail by buckling. Critical Buckling Load on Steel Connecting Rod is denoted by Pcs symbol.

How to calculate Critical Buckling Load on Steel Connecting Rod given Thickness of Flange or Web of Connecting Rod using this online calculator? To use this online calculator for Critical Buckling Load on Steel Connecting Rod given Thickness of Flange or Web of Connecting Rod, enter Compressive Yield Stress c), Thickness of Flange And Web of I Section (t) & Length of the Connecting Rod (LC) and hit the calculate button. Here is how the Critical Buckling Load on Steel Connecting Rod given Thickness of Flange or Web of Connecting Rod calculation can be explained with given input values -> 68243.28 = (261393*110003000*0.008^4)/(23763*0.008^2+0.205).

FAQ

What is Critical Buckling Load on Steel Connecting Rod given Thickness of Flange or Web of Connecting Rod?
Critical buckling load on steel connecting rod given thickness of flange or web of connecting rod is the greatest load that will not cause lateral deflection (buckling). For loads greater than the critical load, the rod will deflect laterally. The critical load puts the rod in a state of unstable equilibrium. A load beyond the critical load causes the column to fail by buckling and is represented as Pcs = (261393*σc*t^4)/(23763*t^2+LC) or Critical Buckling Load on Steel Connecting Rod = (261393*Compressive Yield Stress*Thickness of Flange And Web of I Section^4)/(23763*Thickness of Flange And Web of I Section^2+Length of the Connecting Rod). Compressive Yield Stress is stress which causes a material to exhibit a specified deformation, usually determined from the stress-strain diagram obtained in a compression test, Thickness of Flange And Web of I Section is the thickness of horizontal and vertical parts of an I section beam or a bar & Length of the Connecting Rod is the total length of the connecting rod used in an ic engine.
How to calculate Critical Buckling Load on Steel Connecting Rod given Thickness of Flange or Web of Connecting Rod?
Critical buckling load on steel connecting rod given thickness of flange or web of connecting rod is the greatest load that will not cause lateral deflection (buckling). For loads greater than the critical load, the rod will deflect laterally. The critical load puts the rod in a state of unstable equilibrium. A load beyond the critical load causes the column to fail by buckling is calculated using Critical Buckling Load on Steel Connecting Rod = (261393*Compressive Yield Stress*Thickness of Flange And Web of I Section^4)/(23763*Thickness of Flange And Web of I Section^2+Length of the Connecting Rod). To calculate Critical Buckling Load on Steel Connecting Rod given Thickness of Flange or Web of Connecting Rod, you need Compressive Yield Stress c), Thickness of Flange And Web of I Section (t) & Length of the Connecting Rod (LC). With our tool, you need to enter the respective value for Compressive Yield Stress, Thickness of Flange And Web of I Section & Length of the Connecting Rod 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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