Allowable Design Strength Solution

STEP 0: Pre-Calculation Summary
Formula Used
Allowable Design Strength = Nominal Strength/Safety Factor for Design Strength
Ra = Rn/fs
This formula uses 3 Variables
Variables Used
Allowable Design Strength - (Measured in Pascal) - Allowable Design Strength is the maximum strength for designing a member.
Nominal Strength - (Measured in Pascal) - Nominal Strength is defined as the capacity of the member or structure to resist the effect of loads.
Safety Factor for Design Strength - The Safety Factor for Design Strength expresses how much stronger a system is than it needs to be for an intended load.
STEP 1: Convert Input(s) to Base Unit
Nominal Strength: 1500 Megapascal --> 1500000000 Pascal (Check conversion ​here)
Safety Factor for Design Strength: 1.8 --> No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Ra = Rn/fs --> 1500000000/1.8
Evaluating ... ...
Ra = 833333333.333333
STEP 3: Convert Result to Output's Unit
833333333.333333 Pascal -->833.333333333333 Megapascal (Check conversion ​here)
FINAL ANSWER
833.333333333333 833.3333 Megapascal <-- Allowable Design Strength
(Calculation completed in 00.004 seconds)

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Created by Chandana P Dev
NSS College of Engineering (NSSCE), Palakkad
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National Institute Of Technology (NIT), Hamirpur
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15 Cold Formed or Light Weighted Steel Structures Calculators

Plate Slenderness Factor
​ Go Plate Slenderness Factor = (1.052/sqrt(Local Buckling Coefficient))*Flat Width Ratio*sqrt(Maximum Compressive Edge Stress/Modulus of Elasticity for Steel Elements)
Flat Width Ratio of Stiffened Element using Elastic Local Buckling Stress
​ Go Flat Width Ratio = sqrt((Local Buckling Coefficient*pi^2*Modulus of Elasticity for Steel Elements)/(12*Elastic Local Buckling Stress*(1-Poission Ratio for Plates^2)))
Flat Width Ratio given Plate Slenderness Factor
​ Go Flat Width Ratio = Plate Slenderness Factor*sqrt((Local Buckling Coefficient*Modulus of Elasticity for Steel Elements)/Maximum Compressive Edge Stress)*(1/1.052)
Elastic Local Buckling Stress
​ Go Elastic Local Buckling Stress = (Local Buckling Coefficient*pi^2*Modulus of Elasticity for Steel Elements)/(12*Flat Width Ratio^2*(1-Poission Ratio for Plates^2))
Compressive Stress when Flat Width Ratio is between 10 and 25
​ Go Maximum Compressive Stress of Concrete = ((5*Design Stress)/3)-8640-((1/15)*(Design Stress-12950)*Flat Width Ratio)
Flat Width Ratio of Stiffened Element using Moment of Inertia
​ Go Flat Width Ratio = sqrt((Minimum Area Moment of Inertia/(1.83*Thickness of Steel Compression Element^4))^2+144)
Minimum Allowable Moment of Inertia
​ Go Minimum Area Moment of Inertia = 1.83*(Thickness of Steel Compression Element^4)*sqrt((Flat Width Ratio^2)-144)
Flat Width Ratio given Depth of Stiffener Lip
​ Go Flat Width Ratio = sqrt((Depth of Stiffener Lip/(2.8*Thickness of Steel Compression Element))^6+144)
Depth of Stiffener Lip
​ Go Depth of Stiffener Lip = 2.8*Thickness of Steel Compression Element*((Flat Width Ratio)^2-144)^(1/6)
Reduction Factor for Cold Form Strength Determination
​ Go Reduction Factor = (1-(0.22/Plate Slenderness Factor))/Plate Slenderness Factor
Nominal Strength using Allowable Design Strength
​ Go Nominal Strength = Safety Factor for Design Strength*Allowable Design Strength
Allowable Design Strength
​ Go Allowable Design Strength = Nominal Strength/Safety Factor for Design Strength
Flat Width Ratio for Deflection Determination
​ Go Flat Width Ratio = 5160/sqrt(Computed Unit Stress of Cold formed Element)
Flat Width Ratio for Safe Load Determination
​ Go Flat Width Ratio = 4020/sqrt(Computed Unit Stress of Cold formed Element)
Compressive Stress when Basic Design Stress restricted to 20000 psi
​ Go Maximum Compressive Stress of Concrete = 24700-470*Flat Width Ratio

Allowable Design Strength Formula

Allowable Design Strength = Nominal Strength/Safety Factor for Design Strength
Ra = Rn/fs

What is Factor of Safety?

The factor of safety, also known as a safety factor, expresses how much stronger a system is than it needs to be for an intended load.

How to Calculate Allowable Design Strength?

Allowable Design Strength calculator uses Allowable Design Strength = Nominal Strength/Safety Factor for Design Strength to calculate the Allowable Design Strength, The Allowable Design Strength is defined as the maximum strength of a member considered for designing. The allowable design strength is determined by dividing the nominal strength by a safety factor. Allowable Design Strength is denoted by Ra symbol.

How to calculate Allowable Design Strength using this online calculator? To use this online calculator for Allowable Design Strength, enter Nominal Strength (Rn) & Safety Factor for Design Strength (fs) and hit the calculate button. Here is how the Allowable Design Strength calculation can be explained with given input values -> 0.000833 = 1500000000/1.8.

FAQ

What is Allowable Design Strength?
The Allowable Design Strength is defined as the maximum strength of a member considered for designing. The allowable design strength is determined by dividing the nominal strength by a safety factor and is represented as Ra = Rn/fs or Allowable Design Strength = Nominal Strength/Safety Factor for Design Strength. Nominal Strength is defined as the capacity of the member or structure to resist the effect of loads & The Safety Factor for Design Strength expresses how much stronger a system is than it needs to be for an intended load.
How to calculate Allowable Design Strength?
The Allowable Design Strength is defined as the maximum strength of a member considered for designing. The allowable design strength is determined by dividing the nominal strength by a safety factor is calculated using Allowable Design Strength = Nominal Strength/Safety Factor for Design Strength. To calculate Allowable Design Strength, you need Nominal Strength (Rn) & Safety Factor for Design Strength (fs). With our tool, you need to enter the respective value for Nominal Strength & Safety Factor for Design Strength 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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