Corresponding Bending Stress with Section Modulus Solution

STEP 0: Pre-Calculation Summary
Formula Used
Axial Bending Stress at Base of Vessel = Maximum Wind Moment/Section Modulus of Skirt Cross Section
fwb = Mw/Z
This formula uses 3 Variables
Variables Used
Axial Bending Stress at Base of Vessel - (Measured in Pascal) - Axial Bending Stress at Base of Vessel refers to the stress that occurs when wind exerts a force on the vessel, causing it to bend or deform.
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.
Section Modulus of Skirt Cross Section - (Measured in Cubic Meter) - Section Modulus of Skirt Cross Section is a property that describes its resistance to bending stress.
STEP 1: Convert Input(s) to Base Unit
Maximum Wind Moment: 370440000 Newton Millimeter --> 370440 Newton Meter (Check conversion here)
Section Modulus of Skirt Cross Section: 411000000 Cubic Millimeter --> 0.411 Cubic Meter (Check conversion here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
fwb = Mw/Z --> 370440/0.411
Evaluating ... ...
fwb = 901313.868613139
STEP 3: Convert Result to Output's Unit
901313.868613139 Pascal -->0.901313868613139 Newton per Square Millimeter (Check conversion here)
FINAL ANSWER
0.901313868613139 0.901314 Newton per Square Millimeter <-- Axial Bending Stress at Base of Vessel
(Calculation completed in 00.020 seconds)

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12 Saddle Support Calculators

Bending Moment at Support
Go Bending Moment at Support = Total Load per Saddle*Distance from Tangent Line to Saddle Centre*((1)-((1-(Distance from Tangent Line to Saddle Centre/Tangent to Tangent Length of Vessel)+(((Vessel Radius)^(2)-(Depth of Head)^(2))/(2*Distance from Tangent Line to Saddle Centre*Tangent to Tangent Length of Vessel)))/(1+(4/3)*(Depth of Head/Tangent to Tangent Length of Vessel))))
Bending Moment at Centre of Vessel Span
Go Bending Moment at Centre of Vessel Span = (Total Load per Saddle*Tangent to Tangent Length of Vessel)/(4)*(((1+2*(((Vessel Radius)^(2)-(Depth of Head)^(2))/(Tangent to Tangent Length of Vessel^(2))))/(1+(4/3)*(Depth of Head/Tangent to Tangent Length of Vessel)))-(4*Distance from Tangent Line to Saddle Centre)/Tangent to Tangent Length of Vessel)
Period of Vibration at Dead Weight
Go Period of Vibration at Dead Weight = 6.35*10^(-5)*(Overall Height of Vessel/Diameter of Shell Vessel Support)^(3/2)*(Weight of Vessel with Attachments and Contents/Corroded Vessel Wall Thickness)^(1/2)
Stress due to Longitudinal Bending at Top most Fibre of Cross Section
Go Stress Bending Moment at Topmost of Cross Section = Bending Moment at Support/(Value of k1 depending on Saddle Angle*pi*(Shell Radius)^(2)*Shell Thickness)
Stress due to Longitudinal Bending at Bottom most Fibre of Cross Section
Go Stress at Bottom most Fibre of Cross Section = Bending Moment at Support/(Value of k2 depending on Saddle Angle*pi*(Shell Radius)^(2)*Shell Thickness)
Stress due to Longitudinal Bending at Mid-Span
Go Stress due to Longitudinal Bending at Mid-Span = Bending Moment at Centre of Vessel Span/(pi*(Shell Radius)^(2)*Shell Thickness)
Stress due to Seismic Bending Moment
Go Stress due to Seismic Bending Moment = (4*Maximum Seismic Moment)/(pi*(Mean Diameter of Skirt^(2))*Thickness of Skirt)
Combined Stresses at Topmost Fibre of Cross Section
Go Combined Stresses Topmost Fibre Cross Section = Stress due to Internal Pressure+Stress Bending Moment at Topmost of Cross Section
Combined Stresses at Bottommost Fibre of Cross Section
Go Combined Stresses Bottommost Fibre Cross Section = Stress due to Internal Pressure-Stress at Bottom most Fibre of Cross Section
Combined Stresses at Mid Span
Go Combined Stresses at Mid Span = Stress due to Internal Pressure+Stress due to Longitudinal Bending at Mid-Span
Stability Coefficient of Vessel
Go Stability Coefficient of Vessel = (Bending Moment due to Minimum Weight of Vessel)/Maximum Wind Moment
Corresponding Bending Stress with Section Modulus
Go Axial Bending Stress at Base of Vessel = Maximum Wind Moment/Section Modulus of Skirt Cross Section

Corresponding Bending Stress with Section Modulus Formula

Axial Bending Stress at Base of Vessel = Maximum Wind Moment/Section Modulus of Skirt Cross Section
fwb = Mw/Z

What is Design Stress?

Design stress is a term used in engineering to refer to the maximum amount of stress that a material or structure is designed to withstand without failing or experiencing deformation beyond acceptable limits. It is a critical parameter in the design process of any structure or machine, as exceeding the design stress can lead to failure or catastrophic consequences. To determine the design stress for a particular material or structure, engineers consider a variety of factors such as the material's properties, the anticipated loads and forces that will be applied, and the safety factors required to ensure that the structure can withstand unexpected events such as earthquakes or extreme weather conditions. In general, the design stress is calculated to be lower than the material's ultimate strength, which is the maximum stress the material can withstand before it fails completely.

How to Calculate Corresponding Bending Stress with Section Modulus?

Corresponding Bending Stress with Section Modulus calculator uses Axial Bending Stress at Base of Vessel = Maximum Wind Moment/Section Modulus of Skirt Cross Section to calculate the Axial Bending Stress at Base of Vessel, Corresponding Bending Stress with Section Modulus is a relationship that describes the maximum bending stress that a material or structure can withstand before it undergoes plastic deformation or failure. Axial Bending Stress at Base of Vessel is denoted by fwb symbol.

How to calculate Corresponding Bending Stress with Section Modulus using this online calculator? To use this online calculator for Corresponding Bending Stress with Section Modulus, enter Maximum Wind Moment (Mw) & Section Modulus of Skirt Cross Section (Z) and hit the calculate button. Here is how the Corresponding Bending Stress with Section Modulus calculation can be explained with given input values -> 9E-7 = 370440/0.411.

FAQ

What is Corresponding Bending Stress with Section Modulus?
Corresponding Bending Stress with Section Modulus is a relationship that describes the maximum bending stress that a material or structure can withstand before it undergoes plastic deformation or failure and is represented as fwb = Mw/Z or Axial Bending Stress at Base of Vessel = Maximum Wind Moment/Section Modulus of Skirt Cross Section. 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 & Section Modulus of Skirt Cross Section is a property that describes its resistance to bending stress.
How to calculate Corresponding Bending Stress with Section Modulus?
Corresponding Bending Stress with Section Modulus is a relationship that describes the maximum bending stress that a material or structure can withstand before it undergoes plastic deformation or failure is calculated using Axial Bending Stress at Base of Vessel = Maximum Wind Moment/Section Modulus of Skirt Cross Section. To calculate Corresponding Bending Stress with Section Modulus, you need Maximum Wind Moment (Mw) & Section Modulus of Skirt Cross Section (Z). With our tool, you need to enter the respective value for Maximum Wind Moment & Section Modulus of Skirt Cross Section 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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