Minimum Stress between Bearing Plate and Concrete Foundation Formula

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Stress in Bearing Plate and Concrete Foundation cause deformation, cracking or failure of the components, which can compromise the integrity of the bolted connection. Check FAQs
fc=(WminA)-(MsZ)
fc - Stress in Bearing Plate and Concrete Foundation?Wmin - Maximum Weight of Empty Vessel?A - Area between Bearing Plate & Concrete Foundation?Ms - Maximum Seismic Moment?Z - Section Modulus of Area A?

Minimum Stress between Bearing Plate and Concrete Foundation Example

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Here is how the Minimum Stress between Bearing Plate and Concrete Foundation equation looks like with Values.

Here is how the Minimum Stress between Bearing Plate and Concrete Foundation equation looks like with Units.

Here is how the Minimum Stress between Bearing Plate and Concrete Foundation equation looks like.

1.175Edit=(120000Edit102101Edit)-(4.4E+6Edit1.5E+7Edit)
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Minimum Stress between Bearing Plate and Concrete Foundation Solution

Follow our step by step solution on how to calculate Minimum Stress between Bearing Plate and Concrete Foundation?

FIRST Step Consider the formula
fc=(WminA)-(MsZ)
Next Step Substitute values of Variables
fc=(120000N102101mm²)-(4.4E+6N*mm1.5E+7mm²)
Next Step Convert Units
fc=(120000N102101mm²)-(4400N*m1.5E+7mm²)
Next Step Prepare to Evaluate
fc=(120000102101)-(44001.5E+7)
Next Step Evaluate
fc=1175022.88891229Pa
Next Step Convert to Output's Unit
fc=1.17502288891229N/mm²
LAST Step Rounding Answer
fc=1.175N/mm²

Minimum Stress between Bearing Plate and Concrete Foundation Formula Elements

Variables
Stress in Bearing Plate and Concrete Foundation
Stress in Bearing Plate and Concrete Foundation cause deformation, cracking or failure of the components, which can compromise the integrity of the bolted connection.
Symbol: fc
Measurement: StressUnit: N/mm²
Note: Value should be greater than 0.
Maximum Weight of Empty Vessel
Maximum Weight of Empty Vessel is determined by the vessel's weight capacity or displacement capacity.
Symbol: Wmin
Measurement: ForceUnit: N
Note: Value should be greater than 0.
Area between Bearing Plate & Concrete Foundation
Area between Bearing Plate & Concrete Foundation refers to the surface area in contact between a bearing plate and the concrete foundation on which it rests.
Symbol: A
Measurement: AreaUnit: mm²
Note: Value should be greater than 0.
Maximum Seismic Moment
Maximum Seismic Moment is the reaction induced in a vessel when an external force or moment is applied to the element causing the element to bend.
Symbol: Ms
Measurement: Bending MomentUnit: N*mm
Note: Value should be greater than 0.
Section Modulus of Area A
Section Modulus of Area A is measure of the stiffness and strength of a cross-sectional shape and defined as the ratio of the maximum bending moment.
Symbol: Z
Measurement: AreaUnit: mm²
Note: Value should be greater than 0.

Other formulas in Skirt Supports category

​Go Compressive Stress between Bearing Plate and Concrete Foundation
fCompressive=(ΣWA)+(MsZ)
​Go Maximum Bending Moment at Junction of Skirt and Bearing Plate
Mmax=fappliedloadb(l22)
​Go Area between Bearing Plate and Concrete Foundation using Compressive Stress
A=ΣWfconcrete-(MsZ)
​Go Circumferential Length of Bearing Plate given Maximum Bending Moment
b=Mmaxfappliedload(l22)

How to Evaluate Minimum Stress between Bearing Plate and Concrete Foundation?

Minimum Stress between Bearing Plate and Concrete Foundation evaluator uses Stress in Bearing Plate and Concrete Foundation = (Maximum Weight of Empty Vessel/Area between Bearing Plate & Concrete Foundation)-(Maximum Seismic Moment/Section Modulus of Area A) to evaluate the Stress in Bearing Plate and Concrete Foundation, The Minimum Stress between Bearing Plate and Concrete Foundation formula is a measure of the internal force per unit area that resists deformation in a material, and it can be represented by a stress tensor, which has three principal stress components that act in different directions. Stress in Bearing Plate and Concrete Foundation is denoted by fc symbol.

How to evaluate Minimum Stress between Bearing Plate and Concrete Foundation using this online evaluator? To use this online evaluator for Minimum Stress between Bearing Plate and Concrete Foundation, enter Maximum Weight of Empty Vessel (Wmin), Area between Bearing Plate & Concrete Foundation (A), Maximum Seismic Moment (Ms) & Section Modulus of Area A (Z) and hit the calculate button.

FAQs on Minimum Stress between Bearing Plate and Concrete Foundation

What is the formula to find Minimum Stress between Bearing Plate and Concrete Foundation?
The formula of Minimum Stress between Bearing Plate and Concrete Foundation is expressed as Stress in Bearing Plate and Concrete Foundation = (Maximum Weight of Empty Vessel/Area between Bearing Plate & Concrete Foundation)-(Maximum Seismic Moment/Section Modulus of Area A). Here is an example- 1.2E-6 = (120000/0.102101)-(4400/15.49758876).
How to calculate Minimum Stress between Bearing Plate and Concrete Foundation?
With Maximum Weight of Empty Vessel (Wmin), Area between Bearing Plate & Concrete Foundation (A), Maximum Seismic Moment (Ms) & Section Modulus of Area A (Z) we can find Minimum Stress between Bearing Plate and Concrete Foundation using the formula - Stress in Bearing Plate and Concrete Foundation = (Maximum Weight of Empty Vessel/Area between Bearing Plate & Concrete Foundation)-(Maximum Seismic Moment/Section Modulus of Area A).
Can the Minimum Stress between Bearing Plate and Concrete Foundation be negative?
No, the Minimum Stress between Bearing Plate and Concrete Foundation, measured in Stress cannot be negative.
Which unit is used to measure Minimum Stress between Bearing Plate and Concrete Foundation?
Minimum Stress between Bearing Plate and Concrete Foundation is usually measured using the Newton per Square Millimeter[N/mm²] for Stress. Pascal[N/mm²], Newton per Square Meter[N/mm²], Kilonewton per Square Meter[N/mm²] are the few other units in which Minimum Stress between Bearing Plate and Concrete Foundation can be measured.
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