Allowable Bending Stress given Plate Thickness Solution

STEP 0: Pre-Calculation Summary
Formula Used
Allowable Bending Stress = ((((1/2)*Width of Plate-Distance from Beam Bottom to Web Fillet)*sqrt(3*Actual Bearing Pressure))/Minimum Plate Thickness)^2
Fb = ((((1/2)*B-k)*sqrt(3*fp))/t)^2
This formula uses 1 Functions, 5 Variables
Functions Used
sqrt - A square root function is a function that takes a non-negative number as an input and returns the square root of the given input number., sqrt(Number)
Variables Used
Allowable Bending Stress - (Measured in Pascal) - Allowable Bending Stress is the maximum bending stress that can be applied to a material or a structural element without causing failure.
Width of Plate - (Measured in Meter) - Width of Plate is one of the surface dimensions of a flat, solid plate, typically measured in millimeters or inches. It is one of the larger surface dimensions, while thickness is smaller dimension.
Distance from Beam Bottom to Web Fillet - (Measured in Meter) - Distance from Beam Bottom to Web Fillet is the distance from the outer face of the flange (the bottom of the beam) to the web toe of the fillet.
Actual Bearing Pressure - (Measured in Pascal) - Actual Bearing Pressure is the exact bearing capacity of the given structure, in simple words it is the ratio of the applied load to the contact area.
Minimum Plate Thickness - (Measured in Meter) - Minimum Plate Thickness is the distance between the top and bottom surfaces of a flat, solid plate. This distance is typically measured in millimeters or inches.
STEP 1: Convert Input(s) to Base Unit
Width of Plate: 150 Millimeter --> 0.15 Meter (Check conversion here)
Distance from Beam Bottom to Web Fillet: 70 Millimeter --> 0.07 Meter (Check conversion here)
Actual Bearing Pressure: 10 Megapascal --> 10000000 Pascal (Check conversion here)
Minimum Plate Thickness: 16 Millimeter --> 0.016 Meter (Check conversion here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Fb = ((((1/2)*B-k)*sqrt(3*fp))/t)^2 --> ((((1/2)*0.15-0.07)*sqrt(3*10000000))/0.016)^2
Evaluating ... ...
Fb = 2929687.49999999
STEP 3: Convert Result to Output's Unit
2929687.49999999 Pascal -->2.92968749999999 Megapascal (Check conversion here)
FINAL ANSWER
2.92968749999999 2.929687 Megapascal <-- Allowable Bending Stress
(Calculation completed in 00.020 seconds)

Credits

Created by Chandana P Dev
NSS College of Engineering (NSSCE), Palakkad
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Meerut Institute of Engineering and Technology (MIET), Meerut
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12 Bearing Plates Calculators

Allowable Bending Stress given Plate Thickness
Go Allowable Bending Stress = ((((1/2)*Width of Plate-Distance from Beam Bottom to Web Fillet)*sqrt(3*Actual Bearing Pressure))/Minimum Plate Thickness)^2
Plate Thickness
Go Minimum Plate Thickness = ((1/2)*Width of Plate-Distance from Beam Bottom to Web Fillet)*sqrt(3*Actual Bearing Pressure/Allowable Bending Stress)
Minimum Width of Plate given Plate Thickness
Go Width of Plate = 2*Minimum Plate Thickness*sqrt(Allowable Bending Stress/(3*Actual Bearing Pressure))+2*Distance from Beam Bottom to Web Fillet
Bearing Plate Area for Less than Full Concrete Area
Go Area required by Bearing Plate = (Concentrated Load of Reaction/(0.35*Specified Compressive Strength of Concrete*sqrt(Full Cross Sectional Area of Concrete Support)))^2
Allowable Bearing Stress on Concrete when Less than Full Area Used for Support
Go Allowable Bearing Stress = 0.35*Specified Compressive Strength of Concrete*sqrt(Area required by Bearing Plate/Full Cross Sectional Area of Concrete Support)
Minimum Bearing Length of Plate using Actual Bearing Pressure
Go Bearing or Plate Length = Concentrated Load of Reaction/(Width of Plate*Actual Bearing Pressure)
Minimum Width of Plate using Actual Bearing Pressure
Go Width of Plate = Concentrated Load of Reaction/(Actual Bearing Pressure*Bearing or Plate Length)
Actual Bearing Pressure under Plate
Go Actual Bearing Pressure = Concentrated Load of Reaction/(Width of Plate*Bearing or Plate Length)
Beam Reaction given Actual Bearing Pressure
Go Concentrated Load of Reaction = Actual Bearing Pressure*Width of Plate*Bearing or Plate Length
Bearing Plate Area for Full Concrete Area Support
Go Area required by Bearing Plate = Concentrated Load of Reaction/(0.35*Specified Compressive Strength of Concrete)
Beam Reaction given Area Required by Bearing Plate
Go Concentrated Load of Reaction = Area required by Bearing Plate*0.35*Specified Compressive Strength of Concrete
Allowable Bearing Stress on Concrete when Full Area is used for Support
Go Allowable Bearing Stress = 0.35*Specified Compressive Strength of Concrete

Allowable Bending Stress given Plate Thickness Formula

Allowable Bending Stress = ((((1/2)*Width of Plate-Distance from Beam Bottom to Web Fillet)*sqrt(3*Actual Bearing Pressure))/Minimum Plate Thickness)^2
Fb = ((((1/2)*B-k)*sqrt(3*fp))/t)^2

What are Bearing Plates and its advantages?

It is a plate placed under one end of a truss beam, girder, or column to distribute the load. They are used to transfer concentrated compressive forces between two structural elements. Typically, this occurs in two conditions: When a beam or column is supported by concrete or masonry, or. When a beam support is large, concentrated load from a supported element, such as a column.
The advantages of Bearing Plates are as follows:
1. They distribute the loads to a wider area.
2. They carry the loads or movement in both vertical and horizontal directions.
3. They reduce the deflection and also the impact loading if any.
4. They will be mostly flexible and adaptable.

What is Bearing Stress & different types of Bearing Plates?

The Bearing Stress is the contact pressure between the separate bodies. It differs from compressive stress, as it is an internal stress caused by compressive forces. Allowable Bearing Stress is a value based on an arbitrary amount of deformation of a body subjected to a bearing pressure.
The different types of Bearing Plates are as follows:
1. Sliding bearings.
2. Rocker and pin bearings.
3. Roller bearings.
4. Elastomeric bearings.
5. Curved bearings.
6. Disk bearings.

How to Calculate Allowable Bending Stress given Plate Thickness?

Allowable Bending Stress given Plate Thickness calculator uses Allowable Bending Stress = ((((1/2)*Width of Plate-Distance from Beam Bottom to Web Fillet)*sqrt(3*Actual Bearing Pressure))/Minimum Plate Thickness)^2 to calculate the Allowable Bending Stress, The Allowable Bending Stress given Plate Thickness formula is defined as the relationship between actual bearing pressure and the width and thickness of the plate. Allowable Bending Stress is denoted by Fb symbol.

How to calculate Allowable Bending Stress given Plate Thickness using this online calculator? To use this online calculator for Allowable Bending Stress given Plate Thickness, enter Width of Plate (B), Distance from Beam Bottom to Web Fillet (k), Actual Bearing Pressure (fp) & Minimum Plate Thickness (t) and hit the calculate button. Here is how the Allowable Bending Stress given Plate Thickness calculation can be explained with given input values -> 3.7E-5 = ((((1/2)*0.15-0.07)*sqrt(3*10000000))/0.016)^2.

FAQ

What is Allowable Bending Stress given Plate Thickness?
The Allowable Bending Stress given Plate Thickness formula is defined as the relationship between actual bearing pressure and the width and thickness of the plate and is represented as Fb = ((((1/2)*B-k)*sqrt(3*fp))/t)^2 or Allowable Bending Stress = ((((1/2)*Width of Plate-Distance from Beam Bottom to Web Fillet)*sqrt(3*Actual Bearing Pressure))/Minimum Plate Thickness)^2. Width of Plate is one of the surface dimensions of a flat, solid plate, typically measured in millimeters or inches. It is one of the larger surface dimensions, while thickness is smaller dimension, Distance from Beam Bottom to Web Fillet is the distance from the outer face of the flange (the bottom of the beam) to the web toe of the fillet, Actual Bearing Pressure is the exact bearing capacity of the given structure, in simple words it is the ratio of the applied load to the contact area & Minimum Plate Thickness is the distance between the top and bottom surfaces of a flat, solid plate. This distance is typically measured in millimeters or inches.
How to calculate Allowable Bending Stress given Plate Thickness?
The Allowable Bending Stress given Plate Thickness formula is defined as the relationship between actual bearing pressure and the width and thickness of the plate is calculated using Allowable Bending Stress = ((((1/2)*Width of Plate-Distance from Beam Bottom to Web Fillet)*sqrt(3*Actual Bearing Pressure))/Minimum Plate Thickness)^2. To calculate Allowable Bending Stress given Plate Thickness, you need Width of Plate (B), Distance from Beam Bottom to Web Fillet (k), Actual Bearing Pressure (fp) & Minimum Plate Thickness (t). With our tool, you need to enter the respective value for Width of Plate, Distance from Beam Bottom to Web Fillet, Actual Bearing Pressure & Minimum Plate Thickness 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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