Compressive Stress between Bearing Plate and Concrete Foundation Calculator

✖Total Weight of Vessel with Attachment widely depends on its size, material, and function.ⓘ Total Weight of Vessel [ΣW]			+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%

✖Maximum Compressive Stress is the maximum amount of stress that a material can withstand before it starts to deform plastically or fracture.ⓘ Compressive Stress between Bearing Plate and Concrete Foundation [f_Compressive]

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Formula

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Compressive Stress between Bearing Plate and Concrete Foundation

Formula

`"f"_{"Compressive"} = ("ΣW"/"A")+("M"_{"s"}/"Z")`

Example

`"0.489995N/mm²"=("50000N"/"102101mm²")+("4400000N*mm"/"15497588.76mm²")`

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Compressive Stress between Bearing Plate and Concrete Foundation Solution

STEP 0: Pre-Calculation Summary

Formula Used

Maximum Compressive Stress = (Total Weight of Vessel/Area between Bearing Plate & Concrete Foundation)+(Maximum Seismic Moment/Section Modulus of Area A)
f_Compressive = (ΣW/A)+(M_s/Z)
This formula uses 5 Variables

Variables Used

Maximum Compressive Stress - (Measured in Pascal) - Maximum Compressive Stress is the maximum amount of stress that a material can withstand before it starts to deform plastically or fracture.
Total Weight of Vessel - (Measured in Newton) - Total Weight of Vessel with Attachment widely depends on its size, material, and function.
Area between Bearing Plate & Concrete Foundation - (Measured in Square Meter) - 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 Meter) - 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

Total Weight of Vessel: 50000 Newton --> 50000 Newton No Conversion Required
Area between Bearing Plate & Concrete Foundation: 102101 Square Millimeter --> 0.102101 Square Meter (Check conversion here)
Maximum Seismic Moment: 4400000 Newton Millimeter --> 4400 Newton Meter (Check conversion here)
Section Modulus of Area A: 15497588.76 Square Millimeter --> 15.49758876 Square Meter (Check conversion here)

STEP 2: Evaluate Formula

Substituting Input Values in Formula

f_Compressive = (ΣW/A)+(M_s/Z) --> (50000/0.102101)+(4400/15.49758876)

Evaluating ... ...

f_Compressive = 489995.083487585

STEP 3: Convert Result to Output's Unit

489995.083487585 Pascal -->0.489995083487585 Newton per Square Millimeter (Check conversion here)

FINAL ANSWER

0.489995083487585 ≈ 0.489995 Newton per Square Millimeter <-- Maximum Compressive Stress

(Calculation completed in 00.004 seconds)

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Home » Engineering » Chemical Engineering » Process Equipment Design » Vessel Supports » Skirt Supports » Compressive Stress between Bearing Plate and Concrete Foundation

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Created by Heet

Thadomal Shahani Engineering College (Tsec), Mumbai

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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)

Compressive Stress between Bearing Plate and Concrete Foundation Formula

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

What is Design Stress?

Design stress, also known as allowable stress or working stress, is a value that is used in engineering design to represent the maximum stress that a material or structure is expected to experience under normal conditions of use. This value is based on the properties of the material, such as its strength and ductility, as well as the loading conditions and the desired factor of safety. The design stress is used as a limit in design calculations to ensure that the structure or material will not fail under normal conditions. The value of the design stress is typically lower than the maximum strength of the material, to account for variability and uncertainties in the loading conditions and the properties of the material.

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

Compressive Stress between Bearing Plate and Concrete Foundation calculator uses Maximum Compressive Stress = (Total Weight of Vessel/Area between Bearing Plate & Concrete Foundation)+(Maximum Seismic Moment/Section Modulus of Area A) to calculate the Maximum Compressive Stress, The Compressive Stress between Bearing Plate and Concrete Foundation can be determined from the load acting on the structure and the distribution of that load through the foundation and the bearing plate. Maximum Compressive Stress is denoted by f_Compressive symbol.

How to calculate Compressive Stress between Bearing Plate and Concrete Foundation using this online calculator? To use this online calculator for Compressive Stress between Bearing Plate and Concrete Foundation, enter Total Weight of Vessel (ΣW), 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 Compressive Stress between Bearing Plate and Concrete Foundation calculation can be explained with given input values -> 4.9E-7 = (50000/0.102101)+(4400/15.49758876).

FAQ

What is Compressive Stress between Bearing Plate and Concrete Foundation?

The Compressive Stress between Bearing Plate and Concrete Foundation can be determined from the load acting on the structure and the distribution of that load through the foundation and the bearing plate and is represented as f_Compressive = (ΣW/A)+(M_s/Z) or Maximum Compressive Stress = (Total Weight of Vessel/Area between Bearing Plate & Concrete Foundation)+(Maximum Seismic Moment/Section Modulus of Area A). Total Weight of Vessel with Attachment widely depends on its size, material, and function, 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 Compressive Stress between Bearing Plate and Concrete Foundation?

The Compressive Stress between Bearing Plate and Concrete Foundation can be determined from the load acting on the structure and the distribution of that load through the foundation and the bearing plate is calculated using Maximum Compressive Stress = (Total Weight of Vessel/Area between Bearing Plate & Concrete Foundation)+(Maximum Seismic Moment/Section Modulus of Area A). To calculate Compressive Stress between Bearing Plate and Concrete Foundation, you need Total Weight of Vessel (ΣW), 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 Total Weight of 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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