Allowable Load per Area for Cast Iron Columns Solution

STEP 0: Pre-Calculation Summary
Formula Used
Allowable Load = (12000-(60*Slenderness Ratio))*Section Area of Column
Q = (12000-(60*λ))*A
This formula uses 3 Variables
Variables Used
Allowable Load - (Measured in Newton) - The Allowable Load is the maximum working load that can be applied on the structure.
Slenderness Ratio - Slenderness Ratio is the ratio of the length of a column and the least radius of gyration of its cross section.
Section Area of Column - (Measured in Square Meter) - The Section Area of Column is the area of a two-dimensional shape that is obtained when a three-dimensional shape is sliced perpendicular to some specified axis at a point.
STEP 1: Convert Input(s) to Base Unit
Slenderness Ratio: 0.5 --> No Conversion Required
Section Area of Column: 52900 Square Millimeter --> 0.0529 Square Meter (Check conversion ​here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Q = (12000-(60*λ))*A --> (12000-(60*0.5))*0.0529
Evaluating ... ...
Q = 633.213
STEP 3: Convert Result to Output's Unit
633.213 Newton --> No Conversion Required
FINAL ANSWER
633.213 Newton <-- Allowable Load
(Calculation completed in 00.004 seconds)

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Cast Iron Columns Design Calculators

Critical Slenderness Ratio for Cast Iron Columns
​ LaTeX ​ Go Slenderness Ratio = (12000-(Allowable Load/Section Area of Column))/60
Allowable Load per Area for Cast Iron Columns
​ LaTeX ​ Go Allowable Load = (12000-(60*Slenderness Ratio))*Section Area of Column
Ultimate Load per Area for Cast Iron Columns
​ LaTeX ​ Go Ultimate Load = (34000-88*(Slenderness Ratio))*Section Area of Column

Allowable Load per Area for Cast Iron Columns Formula

​LaTeX ​Go
Allowable Load = (12000-(60*Slenderness Ratio))*Section Area of Column
Q = (12000-(60*λ))*A

What is the difference between Ultimate Load and Allowable Load?

Under the Allowable Stress Design (ASD) method, the allowable load is based on the application of a safety factor to the mean result of laboratory testing to failure, regardless of the controlling failure mode observed in the tests.
the ultimate load is a statistical figure used in calculations and should (hopefully) never actually occur.
Strength requirements are specified in terms of limit loads (the maximum loads to be expected in service) and ultimate loads (limit loads multiplied by prescribed factors of safety).

Define Slenderness Ratio and it's purpose.

It is defined as the effective length of the column and the least radius of gyration, the latter defined by the area of the cross-section of the column and is the second moment of the area of the cross-section.
It is used extensively for finding out the design load as well as in classifying various columns in short/intermediate/long. The slenderness ratio of a column gives an indication of buckling failure in the column. The more the slenderness ratio, more the tendency of a column to fail by buckling effect in that direction.

How to Calculate Allowable Load per Area for Cast Iron Columns?

Allowable Load per Area for Cast Iron Columns calculator uses Allowable Load = (12000-(60*Slenderness Ratio))*Section Area of Column to calculate the Allowable Load, The Allowable Load per Area for Cast Iron Columns formula is defined as the allowable load multiplied by a prescribed safety factor per unit cross-sectional area for cast iron columns. Allowable Load is denoted by Q symbol.

How to calculate Allowable Load per Area for Cast Iron Columns using this online calculator? To use this online calculator for Allowable Load per Area for Cast Iron Columns, enter Slenderness Ratio (λ) & Section Area of Column (A) and hit the calculate button. Here is how the Allowable Load per Area for Cast Iron Columns calculation can be explained with given input values -> 155610 = (12000-(60*0.5))*0.0529.

FAQ

What is Allowable Load per Area for Cast Iron Columns?
The Allowable Load per Area for Cast Iron Columns formula is defined as the allowable load multiplied by a prescribed safety factor per unit cross-sectional area for cast iron columns and is represented as Q = (12000-(60*λ))*A or Allowable Load = (12000-(60*Slenderness Ratio))*Section Area of Column. Slenderness Ratio is the ratio of the length of a column and the least radius of gyration of its cross section & The Section Area of Column is the area of a two-dimensional shape that is obtained when a three-dimensional shape is sliced perpendicular to some specified axis at a point.
How to calculate Allowable Load per Area for Cast Iron Columns?
The Allowable Load per Area for Cast Iron Columns formula is defined as the allowable load multiplied by a prescribed safety factor per unit cross-sectional area for cast iron columns is calculated using Allowable Load = (12000-(60*Slenderness Ratio))*Section Area of Column. To calculate Allowable Load per Area for Cast Iron Columns, you need Slenderness Ratio (λ) & Section Area of Column (A). With our tool, you need to enter the respective value for Slenderness Ratio & Section Area of Column 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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