FormulaDen.com

Physics Chemistry Math Chemical Engineering Civil Electrical Electronics Electronics and Instrumentation Materials Science Mechanical Production Engineering Financial Health

Compressive Stress between Bearing Plate and Concrete Foundation Formula

Fx Copy

LaTeX Copy

Maximum Compressive Stress is the maximum amount of stress that a material can withstand before it starts to deform plastically or fracture. Check FAQs

f Compressive = (\frac{ΣW}{A}) + (\frac{M s}{Z})

f_Compressive - Maximum Compressive Stress?ΣW - Total Weight of Vessel?A - Area between Bearing Plate & Concrete Foundation?M_s - Maximum Seismic Moment?Z - Section Modulus of Area A?

Compressive Stress between Bearing Plate and Concrete Foundation Example

With values

With units

Only example

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

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

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

0.49 = (\frac{50000}{102101}) + (\frac{4.4E+6}{1.5E+7})

0.49N/mm² = (\frac{50000N}{102101mm²}) + (\frac{4.4E+6N*mm}{1.5E+7mm²})

0.49 = (\frac{50000}{102101}) + (\frac{4.4E+6}{1.5E+7})

Tip: Use pencil ( Pencil

) icon above to edit Input Values and Units.

Calculate

Recalculate

Solution

Copy

Reset

You are here -

Home » Category

Engineering » Category

Chemical Engineering » Category

Process Equipment Design » fx Compressive Stress between Bearing Plate and Concrete Foundation

Compressive Stress between Bearing Plate and Concrete Foundation Solution

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

FIRST Step Consider the formula

f Compressive = (\frac{ΣW}{A}) + (\frac{M s}{Z})

Next Step Substitute values of Variables

∴

f Compressive = (\frac{50000N}{102101mm²}) + (\frac{4.4E+6N*mm}{1.5E+7mm²})

Next Step Convert Units

∴

f Compressive = (\frac{50000N}{0.1021m²}) + (\frac{4400N*m}{15.4976m²})

Next Step Prepare to Evaluate

∴

f Compressive = (\frac{50000}{0.1021}) + (\frac{4400}{15.4976})

Next Step Evaluate

∴

f Compressive = 489995.083487585Pa

Next Step Convert to Output's Unit

∴

f Compressive = 0.489995083487585N/mm²

LAST Step Rounding Answer

∴

f Compressive = 0.49N/mm²

Compressive Stress between Bearing Plate and Concrete Foundation Formula Elements

Variables

Maximum Compressive Stress

Maximum Compressive Stress is the maximum amount of stress that a material can withstand before it starts to deform plastically or fracture.

Symbol: f_Compressive

Measurement: StressUnit: N/mm²

Note: Value should be greater than 0.

Formulas to find Maximum Compressive Stress

Total Weight of Vessel

Total Weight of Vessel with Attachment widely depends on its size, material, and function.

Symbol: ΣW

Measurement: ForceUnit: N

Note: Value should be greater than 0.

Formulas to find Total Weight of Vessel

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.

Formulas to find Area between Bearing Plate & Concrete Foundation

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: M_s

Measurement: Bending MomentUnit: N*mm

Note: Value should be greater than 0.

Formulas to find Maximum Seismic Moment

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.

Formulas to find Section Modulus of Area A

Other formulas in Skirt Supports category

Go Minimum Stress between Bearing Plate and Concrete Foundation

f c = (\frac{W min}{A}) - (\frac{M s}{Z})

Go Maximum Bending Moment at Junction of Skirt and Bearing Plate

M max = f appliedload \cdot b \cdot (\frac{l^{2}}{2})

Go Area between Bearing Plate and Concrete Foundation using Compressive Stress

A = \frac{ΣW}{f concrete - (\frac{M s}{Z})}

Go Circumferential Length of Bearing Plate given Maximum Bending Moment

b = \frac{M max}{f appliedload \cdot (\frac{l^{2}}{2})}

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

Compressive Stress between Bearing Plate and Concrete Foundation evaluator uses Maximum Compressive Stress = (Total Weight of Vessel/Area between Bearing Plate & Concrete Foundation)+(Maximum Seismic Moment/Section Modulus of Area A) to evaluate 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 evaluate Compressive Stress between Bearing Plate and Concrete Foundation using this online evaluator? To use this online evaluator 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.

FAQs on Compressive Stress between Bearing Plate and Concrete Foundation

What is the formula to find Compressive Stress between Bearing Plate and Concrete Foundation?

The formula of Compressive Stress between Bearing Plate and Concrete Foundation is expressed as Maximum Compressive Stress = (Total Weight of Vessel/Area between Bearing Plate & Concrete Foundation)+(Maximum Seismic Moment/Section Modulus of Area A). Here is an example- 4.9E-7 = (50000/0.102101)+(4400/15.49758876).

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

With Total Weight of Vessel (ΣW), Area between Bearing Plate & Concrete Foundation (A), Maximum Seismic Moment (M_s) & Section Modulus of Area A (Z) we can find Compressive Stress between Bearing Plate and Concrete Foundation using the formula - Maximum Compressive Stress = (Total Weight of Vessel/Area between Bearing Plate & Concrete Foundation)+(Maximum Seismic Moment/Section Modulus of Area A).

Can the Compressive Stress between Bearing Plate and Concrete Foundation be negative?

No, the Compressive Stress between Bearing Plate and Concrete Foundation, measured in Stress cannot be negative.

Which unit is used to measure Compressive Stress between Bearing Plate and Concrete Foundation?

Compressive 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 Compressive Stress between Bearing Plate and Concrete Foundation can be measured.

Let Others Know

✖

Facebook

Twitter

Copied!

Compressive Stress between Bearing Plate and Concrete Foundation Formula

Compressive Stress between Bearing Plate and Concrete Foundation Example

Compressive Stress between Bearing Plate and Concrete Foundation Solution

Compressive Stress between Bearing Plate and Concrete Foundation Formula Elements

Other formulas in Skirt Supports category

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

FAQs on Compressive Stress between Bearing Plate and Concrete Foundation

Variable Name