Section Modulus of Wind Girder Solution

STEP 0: Pre-Calculation Summary
Formula Used
Section Modulus = 0.059*Diameter of Tank^(2)*Height of Tank
Z = 0.059*DTank^(2)*H
This formula uses 3 Variables
Variables Used
Section Modulus - (Measured in Cubic Meter) - The Section modulus is a geometric property for a given cross-section used in the design of beams or flexural members.
Diameter of Tank - (Measured in Meter) - Diameter of Tank is the distance across the opening at the top of the tank, measured at the widest point.
Height of Tank - (Measured in Meter) - Height of tank is the vertical distance from the floor to the top of the tank. The height of a tank can vary depending on the type, size, and purpose of the tank.
STEP 1: Convert Input(s) to Base Unit
Diameter of Tank: 50 Meter --> 50 Meter No Conversion Required
Height of Tank: 4000 Millimeter --> 4 Meter (Check conversion here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Z = 0.059*DTank^(2)*H --> 0.059*50^(2)*4
Evaluating ... ...
Z = 590
STEP 3: Convert Result to Output's Unit
590 Cubic Meter --> No Conversion Required
FINAL ANSWER
590 Cubic Meter <-- Section Modulus
(Calculation completed in 00.004 seconds)

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15 Design of Shell Calculators

Maximum Deflection of Corroded Plate Thickness
Go Deflection = (Constant for Maximum Deflection*Hydrostatic Pressure*Longer Side of the Tank^(4))/(Modulus of Elasticity Jacketed Reaction Vessel*(Plate Thickness-Corrosion Allowance)^(3))
Minimum Thickness of Shell at Bottom
Go Minimum Thickness of Shell = ((Hydrostatic Pressure*Nominal Tank Diameter)/(2*Allowable Stress*Joint Efficiency for Shell))+Corrosion Allowance
Minimum required Total Plate Thickness
Go Thickness Corroded Plate = ((Constant of Scaled Distance*Pressure Corroded Plate*(Length Corroded Plate^2))/(Maximum Allowable Bending Stress))^0.5
Circumferential Length of Plate
Go Circumferential Length of the Plate = (pi*Nominal Tank Diameter)-(Weld Allowance*Number of Plates)
Effective Area of Roof Plates
Go Effective Area of Roof Plates = 0.75*Roof Plate Thickness*(Radius of Curvature of Roof*Roof Plate Thickness)^0.5
Effective Area of Shell Plates
Go Effective Area of Shell Plates = 1.5*Shell Plate Thickness*(Radius of Storage Tank*Shell Plate Thickness)^0.5
Total Area at Roof Load
Go Total Area at Roof Load = Area of the Curb Angle+Effective Area of Shell Plates+Effective Area of Roof Plates
Minimum Width of Annular Plate
Go Minimum Width of Annular Plate = Total Extension+300+Height of Tank+Length of Lap Weld
Total Shell Plates required
Go Total Shell Plates Required = Number of Layers*Plates required for Each Layers
Pressure at Bottom of Tank
Go Hydrostatic Pressure = 10*Density of Liquid Stored*(Height of Tank-0.3)
Maximum Liquid Pressure on Tank Walls
Go Pressure Corroded Plate = Density of Liquid Stored*Height of Tank
Height of Tank given Maximum Pressure
Go Height of Tank = Pressure Corroded Plate/Density of Liquid Stored
Section Modulus of Wind Girder
Go Section Modulus = 0.059*Diameter of Tank^(2)*Height of Tank
Circumference of Bottom Plate
Go Circumference of Bottom Plate = pi*Bottom Plate Diameter
Number of Layers
Go Number of Layers = Height of Tank/Width of Plate

Section Modulus of Wind Girder Formula

Section Modulus = 0.059*Diameter of Tank^(2)*Height of Tank
Z = 0.059*DTank^(2)*H

What is Open Top Tanks?

An open top tank is a type of storage tank that has an open top or a removable lid or cover. It is used to store liquids or other materials and is typically cylindrical in shape. Open top tanks are often used in industrial, agricultural, and other settings where it is necessary to store large quantities of liquid or other materials. They may be made of metal, plastic, or other materials, and can be used for storing a wide variety of substances, including water, chemicals, fuels, and more. Open top tanks are useful because they allow easy access to the contents of the tank and allow for the addition or removal of materials as needed.

How to Calculate Section Modulus of Wind Girder?

Section Modulus of Wind Girder calculator uses Section Modulus = 0.059*Diameter of Tank^(2)*Height of Tank to calculate the Section Modulus, Section Modulus of Wind Girder is a measure of the strength and stiffness of the girder in relation to bending under wind loads. Section Modulus is denoted by Z symbol.

How to calculate Section Modulus of Wind Girder using this online calculator? To use this online calculator for Section Modulus of Wind Girder, enter Diameter of Tank (DTank) & Height of Tank (H) and hit the calculate button. Here is how the Section Modulus of Wind Girder calculation can be explained with given input values -> 590 = 0.059*50^(2)*4.

FAQ

What is Section Modulus of Wind Girder?
Section Modulus of Wind Girder is a measure of the strength and stiffness of the girder in relation to bending under wind loads and is represented as Z = 0.059*DTank^(2)*H or Section Modulus = 0.059*Diameter of Tank^(2)*Height of Tank. Diameter of Tank is the distance across the opening at the top of the tank, measured at the widest point & Height of tank is the vertical distance from the floor to the top of the tank. The height of a tank can vary depending on the type, size, and purpose of the tank.
How to calculate Section Modulus of Wind Girder?
Section Modulus of Wind Girder is a measure of the strength and stiffness of the girder in relation to bending under wind loads is calculated using Section Modulus = 0.059*Diameter of Tank^(2)*Height of Tank. To calculate Section Modulus of Wind Girder, you need Diameter of Tank (DTank) & Height of Tank (H). With our tool, you need to enter the respective value for Diameter of Tank & Height of Tank 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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