## Maximum Stress in Horizontal Plate fixed at Edges Solution

STEP 0: Pre-Calculation Summary
Formula Used
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))
fEdges = 0.7*fhorizontal*((LHorizontal)^(2)/(Th)^(2))*((a)^(4)/((LHorizontal)^(4)+(a))^(4))
This formula uses 5 Variables
Variables Used
Maximum Stress in Horizontal Plate fixed at Edges - (Measured in Pascal) - Maximum Stress in Horizontal Plate fixed at Edges depends on the loading conditions and the geometry of the structure.
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.
Thickness of Horizontal Plate - (Measured in Meter) - Thickness of Horizontal Plate is calculated based on the bending moment, the distance from the neutral axis, and the moment of inertia of the cross-section.
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)
Thickness of Horizontal Plate: 6.8 Millimeter --> 0.0068 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
fEdges = 0.7*fhorizontal*((LHorizontal)^(2)/(Th)^(2))*((a)^(4)/((LHorizontal)^(4)+(a))^(4)) --> 0.7*2200000*((0.127)^(2)/(0.0068)^(2))*((0.102)^(4)/((0.127)^(4)+(0.102))^(4))
Evaluating ... ...
fEdges = 531722959.954472
STEP 3: Convert Result to Output's Unit
531722959.954472 Pascal -->531.722959954472 Newton per Square Millimeter (Check conversion ​here)
531.722959954472 531.723 Newton per Square Millimeter <-- Maximum Stress in Horizontal Plate fixed at Edges
(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 Stress in Horizontal Plate fixed at Edges Formula

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))
fEdges = 0.7*fhorizontal*((LHorizontal)^(2)/(Th)^(2))*((a)^(4)/((LHorizontal)^(4)+(a))^(4))

## What is Design Stress?

Design stress is the maximum allowable stress that a structural component or material can be subjected to under specific loading and environmental conditions while ensuring that the component or material will not fail during its service life. It is also sometimes referred to as the allowable stress or working stress.The design stress is typically calculated based on a combination of factors, including the properties of the material, the loading conditions, the geometry of the component, and the safety factors. The safety factor accounts for uncertainties in the design and manufacturing process, as well as variations in the loads and environmental conditions that the component may be subjected to during its service life.

## How to Calculate Maximum Stress in Horizontal Plate fixed at Edges?

Maximum Stress in Horizontal Plate fixed at Edges calculator uses 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)) to calculate the Maximum Stress in Horizontal Plate fixed at Edges, The maximum stress in horizontal plate fixed at edges depends on the force per unit area that a material experiences when subjected to an external load or force. Maximum Stress in Horizontal Plate fixed at Edges is denoted by fEdges symbol.

How to calculate Maximum Stress in Horizontal Plate fixed at Edges using this online calculator? To use this online calculator for Maximum Stress in Horizontal Plate fixed at Edges, enter Maximum Pressure on Horizontal Plate (fhorizontal), Length of Horizontal Plate (LHorizontal), Thickness of Horizontal Plate (Th) & Effective Width of Horizontal Plate (a) and hit the calculate button. Here is how the Maximum Stress in Horizontal Plate fixed at Edges calculation can be explained with given input values -> 0.000532 = 0.7*2200000*((0.127)^(2)/(0.0068)^(2))*((0.102)^(4)/((0.127)^(4)+(0.102))^(4)).

### FAQ

What is Maximum Stress in Horizontal Plate fixed at Edges?
The maximum stress in horizontal plate fixed at edges depends on the force per unit area that a material experiences when subjected to an external load or force and is represented as fEdges = 0.7*fhorizontal*((LHorizontal)^(2)/(Th)^(2))*((a)^(4)/((LHorizontal)^(4)+(a))^(4)) or 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)). 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, Thickness of Horizontal Plate is calculated based on the bending moment, the distance from the neutral axis, and the moment of inertia of the cross-section & Effective Width of Horizontal Plate refers to the distance across the plate in a direction perpendicular to its length.
How to calculate Maximum Stress in Horizontal Plate fixed at Edges?
The maximum stress in horizontal plate fixed at edges depends on the force per unit area that a material experiences when subjected to an external load or force is calculated using 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)). To calculate Maximum Stress in Horizontal Plate fixed at Edges, you need Maximum Pressure on Horizontal Plate (fhorizontal), Length of Horizontal Plate (LHorizontal), Thickness of Horizontal Plate (Th) & 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, Thickness 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.
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