## Maximum Compressive Load Solution

STEP 0: Pre-Calculation Summary
Formula Used
Maximum Compressive Load on Remote Bracket = Maximum Pressure on Horizontal Plate*(Length of Horizontal Plate*Effective Width of Horizontal Plate)
P = fp*(B*a)
This formula uses 4 Variables
Variables Used
Maximum Compressive Load on Remote Bracket - (Measured in Newton) - Maximum Compressive Load on Remote Bracket is the highest amount of compressive force that a material or structure can withstand before it deforms or breaks.
Maximum Pressure on Horizontal Plate - (Measured in Pascal) - The Maximum Pressure on Horizontal Plate formula is defined as the highest pressure that a system, equipment or material can withstand without experiencing failure or damage.
Length of Horizontal Plate - (Measured in Meter) - Length of Horizontal Plate is a flat surface that is oriented parallel to the ground or any other reference plane.
Effective Width of Horizontal Plate - (Measured in Meter) - Effective Width of Horizontal Plate refers to the distance across the plate in a direction perpendicular to its length.
STEP 1: Convert Input(s) to Base Unit
Maximum Pressure on Horizontal Plate: 68.92 Newton per Square Millimeter --> 68920000 Pascal (Check conversion here)
Length of Horizontal Plate: 127 Millimeter --> 0.127 Meter (Check conversion here)
Effective Width of Horizontal Plate: 102 Millimeter --> 0.102 Meter (Check conversion here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
P = fp*(B*a) --> 68920000*(0.127*0.102)
Evaluating ... ...
P = 892789.68
STEP 3: Convert Result to Output's Unit
892789.68 Newton --> No Conversion Required
FINAL ANSWER
892789.68 Newton <-- Maximum Compressive Load on Remote Bracket
(Calculation completed in 00.002 seconds)
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## < 25 Vessel Supports Calculators

Maximum Combined Stress on Long Column
Maximum Combined Stress = ((Axial Compressive Load on Column/(Number of Columns*Cross Sectional Area of Column))*(1+(1/7500)*(Column Effective Length/Radius of Gyration of Column)^(2))+((Axial Compressive Load on Column*Eccentricity for Vessel Support)/(Number of Columns*Section Modulus of Column)))
Maximum Stress in Horizontal Plate fixed at Edges
Maximum Stress in Horizontal Plate fixed at Edges = 0.7*Maximum Pressure on Horizontal Plate*((Length of Horizontal Plate)^(2)/(Thickness of Horizontal Plate)^(2))*((Effective Width of Horizontal Plate)^(4)/((Length of Horizontal Plate)^(4)+(Effective Width of Horizontal Plate))^(4))
Maximum Combined Stress on Short Column
Maximum Combined Stress = ((Axial Compressive Load on Column/(Number of Columns*Cross Sectional Area of Column))+((Axial Compressive Load on Column*Eccentricity for Vessel Support)/(Number of Columns*Section Modulus of Column)))
Wind Load acting on Lower Part of Vessel
Wind Load acting on Lower Part of Vessel = Coefficient depending on Shape Factor*Coefficient Period of One Cycle of Vibration*Wind Pressure acting on Lower Part of Vessel*Height of Lower Part of Vessel*Outside Diameter of Vessel
Wind Load acting on Upper Part of Vessel
Wind Load acting on Upper Part of Vessel = Coefficient depending on Shape Factor*Coefficient Period of One Cycle of Vibration*Wind Pressure acting on Upper Part of Vessel*Height of Upper Part of Vessel*Outside Diameter of Vessel
Thickness of Bearing Plate inside Chair
Thickness of Bearing Plate inside Chair = ((6*Maximum Bending Moment in Bearing Plate)/((Width of Bearing Plate-Diameter of Bolt Hole in Bearing Plate)*Allowable Stress in Bolt Material))^(0.5)
Minimum Stress between Bearing Plate and Concrete Foundation
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)
Compressive Stress between Bearing Plate and Concrete Foundation
Maximum Compressive Stress = (Total Weight of Vessel/Area between Bearing Plate & Concrete Foundation)+(Maximum Seismic Moment/Section Modulus of Area A)
Maximum Compressive Stress Parallel to Edge of Gusset Plate
Maximum Compressive Stress Plate = (Bending Moment of Gusset Plate/Section Modulus of Gusset Plate)*(1/cos(Gusset Plate Edge Angle))
Thickness of Base Bearing Plate
Thickness of Base Bearing Plate = Difference Outer Radius of Bearing Plate and Skirt*((3*Maximum Compressive Stress)/(Allowable Bending Stress))^(0.5)
Maximum Pressure on Horizontal Plate
Maximum Pressure on Horizontal Plate = Maximum Compressive Load on Remote Bracket/(Effective Width of Horizontal Plate*Length of Horizontal Plate)
Maximum Compressive Load
Maximum Compressive Load on Remote Bracket = Maximum Pressure on Horizontal Plate*(Length of Horizontal Plate*Effective Width of Horizontal Plate)
Stress due to Seismic Bending Moment
Stress due to Bending Moment = (4*Maximum Seismic Moment)/(pi*(Mean Diameter of Skirt^(2))*Skirt Thickness)
Load on Each Bolt
Load on Each Bolt = Stress in Bearing Plate and Concrete Foundation*(Area of Contact in Bearing Plate and Foundation/Number of Bolts)
Compressive Stress due to Vertical Downward Force
Compressive Stress due to Force = Total Weight of Vessel/(pi*Mean Diameter of Skirt*Skirt Thickness)
Maximum Seismic Moment
Maximum Seismic Moment = ((2/3)*Seismic Coefficient*Total Weight of Vessel*Total Height of Vessel)
Minimum Area by Base Plate
Minimum Area provided by Base Plate = Axial Compressive Load on Column/Permissible Bearing Strength of Concrete
Maximum Compressive Stress
Maximum Compressive Stress = Stress due to Bending Moment+Compressive Stress due to Force
Maximum Compressive Load on Remote Bracket due to Dead Load
Maximum Compressive Load on Remote Bracket = Total Weight of Vessel/Number of Brackets
Maximum Beading Moment in Bearing Plate Inside Chair
Maximum Bending Moment in Bearing Plate = (Load on Each Bolt*Spacing Inside Chairs)/8
Maximum Tensile Stress
Maximum Tensile Stress = Stress due to Bending Moment-Compressive Stress due to Force
Cross Sectional Area of Bolt
Cross Section Area of Bolt = Load on Each Bolt/Permissible Stress for Bolt Materials
Diameter of Bolt given Cross Sectional Area
Diameter of Bolt = (Cross Sectional Area of Bolt*(4/pi))^(0.5)
Number of Bolts
Number of Bolts = (pi*Mean Diameter of Skirt)/600
Minimum Wind Pressure at Vessel
Minimum Wind Pressure = 0.05*(Maximum Wind Velocity)^(2)

## Maximum Compressive Load Formula

Maximum Compressive Load on Remote Bracket = Maximum Pressure on Horizontal Plate*(Length of Horizontal Plate*Effective Width of Horizontal Plate)
P = fp*(B*a)

## What is Design Pressure?

Design pressure is a term used in engineering and refers to the maximum pressure that a component, equipment, or system is designed to withstand. It is an important parameter that must be considered during the design phase of any project to ensure that the final product can operate safely and effectively under normal operating conditions.

## How to Calculate Maximum Compressive Load?

Maximum Compressive Load calculator uses Maximum Compressive Load on Remote Bracket = Maximum Pressure on Horizontal Plate*(Length of Horizontal Plate*Effective Width of Horizontal Plate) to calculate the Maximum Compressive Load on Remote Bracket, Maximum Compressive Load refers to the maximum amount of force that a horizontal plate can withstand before it starts to deform or fail under compression. Maximum Compressive Load on Remote Bracket is denoted by P symbol.

How to calculate Maximum Compressive Load using this online calculator? To use this online calculator for Maximum Compressive Load, enter Maximum Pressure on Horizontal Plate (fp), Length of Horizontal Plate (B) & Effective Width of Horizontal Plate (a) and hit the calculate button. Here is how the Maximum Compressive Load calculation can be explained with given input values -> 892789.7 = 68920000*(0.127*0.102).

### FAQ

What is Maximum Compressive Load?
Maximum Compressive Load refers to the maximum amount of force that a horizontal plate can withstand before it starts to deform or fail under compression and is represented as P = fp*(B*a) or Maximum Compressive Load on Remote Bracket = Maximum Pressure on Horizontal Plate*(Length of Horizontal Plate*Effective Width of Horizontal Plate). The Maximum Pressure on Horizontal Plate formula is defined as the highest pressure that a system, equipment or material can withstand without experiencing failure or damage, Length of Horizontal Plate is a flat surface that is oriented parallel to the ground or any other reference plane & Effective Width of Horizontal Plate refers to the distance across the plate in a direction perpendicular to its length.
How to calculate Maximum Compressive Load?
Maximum Compressive Load refers to the maximum amount of force that a horizontal plate can withstand before it starts to deform or fail under compression is calculated using Maximum Compressive Load on Remote Bracket = Maximum Pressure on Horizontal Plate*(Length of Horizontal Plate*Effective Width of Horizontal Plate). To calculate Maximum Compressive Load, you need Maximum Pressure on Horizontal Plate (fp), Length of Horizontal Plate (B) & Effective Width of Horizontal Plate (a). With our tool, you need to enter the respective value for Maximum Pressure on Horizontal Plate, Length of Horizontal Plate & Effective Width of Horizontal Plate and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
How many ways are there to calculate Maximum Compressive Load on Remote Bracket?
In this formula, Maximum Compressive Load on Remote Bracket uses Maximum Pressure on Horizontal Plate, Length of Horizontal Plate & Effective Width of Horizontal Plate. We can use 1 other way(s) to calculate the same, which is/are as follows -
• Maximum Compressive Load on Remote Bracket = Total Weight of Vessel/Number of Brackets
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