Minimum Stress between Bearing Plate and Concrete Foundation Calculator

✖Maximum Weight of Empty Vessel is determined by the vessel's weight capacity or displacement capacity.ⓘ Maximum Weight of Empty Vessel [W_min]			+10% -10%
✖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.ⓘ Area between Bearing Plate & Concrete Foundation [A]			+10% -10%
✖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.ⓘ Maximum Seismic Moment [M_s]			+10% -10%
✖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.ⓘ Section Modulus of Area A [Z]			+10% -10%

✖Stress in Bearing Plate and Concrete Foundation cause deformation, cracking or failure of the components, which can compromise the integrity of the bolted connection.ⓘ Minimum Stress between Bearing Plate and Concrete Foundation [f_c]

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Formula

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Minimum Stress between Bearing Plate and Concrete Foundation

Formula

`"f"_{"c"} = ("W"_{"min"}/"A")-("M"_{"s"}/"Z")`

Example

`"1.175023N/mm²"=("120000N"/"102101mm²")-("4400000N*mm"/"15497588.76mm²")`

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Minimum Stress between Bearing Plate and Concrete Foundation Solution

STEP 0: Pre-Calculation Summary

Formula Used

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)
f_c = (W_min/A)-(M_s/Z)
This formula uses 5 Variables

Variables Used

Stress in Bearing Plate and Concrete Foundation - (Measured in Newton per Square Millimeter) - Stress in Bearing Plate and Concrete Foundation cause deformation, cracking or failure of the components, which can compromise the integrity of the bolted connection.
Maximum Weight of Empty Vessel - (Measured in Newton) - Maximum Weight of Empty Vessel is determined by the vessel's weight capacity or displacement capacity.
Area between Bearing Plate & Concrete Foundation - (Measured in Square Millimeter) - 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.
Maximum Seismic Moment - (Measured in Newton Meter) - 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.
Section Modulus of Area A - (Measured in Square Millimeter) - 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.

STEP 1: Convert Input(s) to Base Unit

Maximum Weight of Empty Vessel: 120000 Newton --> 120000 Newton No Conversion Required
Area between Bearing Plate & Concrete Foundation: 102101 Square Millimeter --> 102101 Square Millimeter No Conversion Required
Maximum Seismic Moment: 4400000 Newton Millimeter --> 4400 Newton Meter (Check conversion here)
Section Modulus of Area A: 15497588.76 Square Millimeter --> 15497588.76 Square Millimeter No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

f_c = (W_min/A)-(M_s/Z) --> (120000/102101)-(4400/15497588.76)

Evaluating ... ...

f_c = 1.17502288891229

STEP 3: Convert Result to Output's Unit

1175022.88891229 Pascal -->1.17502288891229 Newton per Square Millimeter (Check conversion here)

FINAL ANSWER

1.17502288891229 ≈ 1.175023 Newton per Square Millimeter <-- Stress in Bearing Plate and Concrete Foundation

(Calculation completed in 00.004 seconds)

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< 7 Skirt Supports Calculators

Minimum Stress between Bearing Plate and Concrete Foundation

Go 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)

Area using Minimum Stress

Go Area between Bearing Plate & Concrete Foundation = Maximum Weight of Empty Vessel/(Stress in Bearing Plate and Concrete Foundation+(Maximum Seismic Moment/Section Modulus of Area A))

Area between Bearing Plate and Concrete Foundation using Compressive Stress

Go Area between Bearing Plate & Concrete Foundation = Total Weight of Vessel/(Maximum Compressive Stress of Concrete-(Maximum Seismic Moment/Section Modulus of Area A))

Total Weight of Vessel given Maximum Compressive Stress

Go Total Weight of Vessel = (Maximum Compressive Stress of Concrete-(Maximum Seismic Moment/Section Modulus of Area A))*Area between Bearing Plate & Concrete Foundation

Compressive Stress between Bearing Plate and Concrete Foundation

Go Maximum Compressive Stress = (Total Weight of Vessel/Area between Bearing Plate & Concrete Foundation)+(Maximum Seismic Moment/Section Modulus of Area A)

Circumferential Length of Bearing Plate given Maximum Bending Moment

Go Circumferential Length of Bearing Plate = Maximum Bending Moment/(Compressive Stress*(Difference Between Radius Bearing Plate and Skirt^2/2))

Maximum Bending Moment at Junction of Skirt and Bearing Plate

Go Maximum Bending Moment = Compressive Stress*Circumferential Length of Bearing Plate*(Difference Between Radius Bearing Plate and Skirt^(2)/2)

Minimum Stress between Bearing Plate and Concrete Foundation Formula

What is Design Stress?

Design stress is a term used in engineering to describe the stress that is used as the basis for the design of a structure or component. It is also sometimes called the allowable stress or working stress. Design stress is a maximum stress value that is determined based on the material properties of the structure or component, the intended use of the structure, and other factors such as safety requirements and loading conditions. The design stress must be less than the ultimate strength or yield strength of the material being used, and it is often chosen as a fraction of the yield strength to ensure a factor of safety against failure. The factor of safety is typically chosen based on the consequences of failure and the degree of certainty in the design calculations.

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

Minimum Stress between Bearing Plate and Concrete Foundation calculator 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 calculate 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 f_c symbol.

How to calculate Minimum Stress between Bearing Plate and Concrete Foundation using this online calculator? To use this online calculator for Minimum Stress between Bearing Plate and Concrete Foundation, enter Maximum Weight of Empty Vessel (W_min), Area between Bearing Plate & Concrete Foundation (A), Maximum Seismic Moment (M_s) & Section Modulus of Area A (Z) and hit the calculate button. Here is how the Minimum Stress between Bearing Plate and Concrete Foundation calculation can be explained with given input values -> 1.2E-6 = (120000/0.102101)-(4400/15.49758876).

FAQ

What is Minimum Stress between 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 and is represented as f_c = (W_min/A)-(M_s/Z) or 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). Maximum Weight of Empty Vessel is determined by the vessel's weight capacity or displacement capacity, 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, 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 & 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.

How to calculate Minimum Stress between 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 is calculated using 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 calculate Minimum Stress between Bearing Plate and Concrete Foundation, you need Maximum Weight of Empty Vessel (W_min), Area between Bearing Plate & Concrete Foundation (A), Maximum Seismic Moment (M_s) & Section Modulus of Area A (Z). With our tool, you need to enter the respective value for Maximum Weight of Empty Vessel, Area between Bearing Plate & Concrete Foundation, Maximum Seismic Moment & Section Modulus of Area A 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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