## Maximum Wind Moment for Vessel with Lesser Total Height Solution

STEP 0: Pre-Calculation Summary
Formula Used
Maximum Wind Moment = Wind Load acting on Lower Part of Vessel*(Total Height of Vessel/2)
Mw = Plw*(H/2)
This formula uses 3 Variables
Variables Used
Maximum Wind Moment - (Measured in Newton Meter) - Maximum Wind Moment is calculated based on a number of factors, including the wind speed and direction, the size and shape of the building or structure, the materials used in construction.
Wind Load acting on Lower Part of Vessel - (Measured in Newton) - Wind Load acting on Lower Part of Vessel refers to the forces and stresses that are generated by wind acting on the surface area of the vessel below its center of gravity.
Total Height of Vessel - (Measured in Meter) - Total Height of Vessel can vary widely depending on its design and size.
STEP 1: Convert Input(s) to Base Unit
Wind Load acting on Lower Part of Vessel: 2188 Newton --> 2188 Newton No Conversion Required
Total Height of Vessel: 12000 Meter --> 12000 Meter No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Mw = Plw*(H/2) --> 2188*(12000/2)
Evaluating ... ...
Mw = 13128000
STEP 3: Convert Result to Output's Unit
13128000 Newton Meter -->13128000000 Newton Millimeter (Check conversion here)
13128000000 Newton Millimeter <-- Maximum Wind Moment
(Calculation completed in 00.000 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 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 = 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 = 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 Wind Moment for Vessel with Lesser Total Height Formula

Maximum Wind Moment = Wind Load acting on Lower Part of Vessel*(Total Height of Vessel/2)
Mw = Plw*(H/2)

## What is Design Height?

Design height refers to the effective height of a structural member or column that has been designed to resist compressive loads. In structural engineering, the effective height is defined as the length of a column or member between its points of zero bending moment, or the length at which the column or member buckles under compressive loads. The design height is an important consideration in the design of structural members, as it affects their ability to resist buckling and collapse under compressive loads. Structural engineers and designers use a range of analytical methods and computer simulations to determine the appropriate design height for different types of structural members, depending on the material properties, loading conditions, and other factors that may affect their performance.

## How to Calculate Maximum Wind Moment for Vessel with Lesser Total Height?

Maximum Wind Moment for Vessel with Lesser Total Height calculator uses Maximum Wind Moment = Wind Load acting on Lower Part of Vessel*(Total Height of Vessel/2) to calculate the Maximum Wind Moment, Maximum Wind Moment for Vessel with lesser Total Height and equal to 20 m refers to the maximum bending moment that is generated by wind forces acting on a vessel structure. Maximum Wind Moment is denoted by Mw symbol.

How to calculate Maximum Wind Moment for Vessel with Lesser Total Height using this online calculator? To use this online calculator for Maximum Wind Moment for Vessel with Lesser Total Height, enter Wind Load acting on Lower Part of Vessel (Plw) & Total Height of Vessel (H) and hit the calculate button. Here is how the Maximum Wind Moment for Vessel with Lesser Total Height calculation can be explained with given input values -> 1.3E+10 = 2188*(12000/2).

### FAQ

What is Maximum Wind Moment for Vessel with Lesser Total Height?
Maximum Wind Moment for Vessel with lesser Total Height and equal to 20 m refers to the maximum bending moment that is generated by wind forces acting on a vessel structure and is represented as Mw = Plw*(H/2) or Maximum Wind Moment = Wind Load acting on Lower Part of Vessel*(Total Height of Vessel/2). Wind Load acting on Lower Part of Vessel refers to the forces and stresses that are generated by wind acting on the surface area of the vessel below its center of gravity & Total Height of Vessel can vary widely depending on its design and size.
How to calculate Maximum Wind Moment for Vessel with Lesser Total Height?
Maximum Wind Moment for Vessel with lesser Total Height and equal to 20 m refers to the maximum bending moment that is generated by wind forces acting on a vessel structure is calculated using Maximum Wind Moment = Wind Load acting on Lower Part of Vessel*(Total Height of Vessel/2). To calculate Maximum Wind Moment for Vessel with Lesser Total Height, you need Wind Load acting on Lower Part of Vessel (Plw) & Total Height of Vessel (H). With our tool, you need to enter the respective value for Wind Load acting on Lower Part of Vessel & Total Height of Vessel 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 Wind Moment?
In this formula, Maximum Wind Moment uses Wind Load acting on Lower Part of Vessel & Total Height of Vessel. We can use 1 other way(s) to calculate the same, which is/are as follows -
• Maximum Wind Moment = Wind Load acting on Lower Part of Vessel*(Height of Lower Part of Vessel/2)+Wind Load acting on Upper Part of Vessel*(Height of Lower Part of Vessel+(Height of Upper Part of Vessel/2)) Let Others Know