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)
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: 2.2 Newton per Square Millimeter --> 2200000 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
Evaluating ... ...
STEP 3: Convert Result to Output's Unit
28498.8 Newton --> No Conversion Required
28498.8 Newton <-- Maximum Compressive Load on Remote Bracket
(Calculation completed in 00.004 seconds)
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< 14 Design of Anchor Bolt & Bolting Chair Calculators

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))
Wind Pressure acting on Upper Part of Vessel
Wind Pressure 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*Height of Upper Part of Vessel*Outside Diameter of Vessel)
Wind Pressure acting on Lower Part of Vessel
Wind Pressure 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*Height of Lower Part of Vessel*Outside Diameter of Vessel)
Height of Lower Part of Vessel
Height of 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*Outside Diameter of Vessel)
Height of Upper Part of Vessel
Height of 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*Outside Diameter of Vessel)
Diameter of Anchor Bolt Circle
Diameter of Anchor Bolt Circle = ((4*(Total Wind Force acting on Vessel))*(Height of Vessel above Foundation-Clearance between Vessel Bottom and Foundation))/(Number of Brackets*Maximum Compressive Load on Remote Bracket)
Mean Diameter of Skirt in Vessel
Mean Diameter of Skirt = ((4*Maximum Wind Moment)/((pi*(Axial Bending Stress at Base of Vessel)*Thickness of Skirt)))^(0.5)
Maximum Compressive Load on Remote Bracket = Maximum Pressure on Horizontal Plate*(Length of Horizontal Plate*Effective Width of Horizontal Plate)
Load on Each Bolt = Stress in Bearing Plate and Concrete Foundation*(Area of Contact in Bearing Plate and Foundation/Number of Bolts)
Maximum Seismic Moment
Maximum Seismic Moment = ((2/3)*Seismic Coefficient*Total Weight of Vessel*Total Height of Vessel)
Stress due to Internal Pressure
Stress due to Internal Pressure = (Internal Design Pressure*Vessel Diameter)/(2*Shell Thickness)
Cross Sectional Area of Bolt
Cross Sectional 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

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

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 PLoad 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 (fhorizontal), Length of Horizontal Plate (LHorizontal) & 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 -> 28498.8 = 2200000*(0.127*0.102).