Beam Reaction given Area Required by Bearing Plate Solution

STEP 0: Pre-Calculation Summary
Formula Used
Concentrated Load of Reaction = Area required by Bearing Plate*0.35*Specified Compressive Strength of Concrete
R = A1*0.35*fc'
This formula uses 3 Variables
Variables Used
Concentrated Load of Reaction - (Measured in Newton) - Concentrated Load of Reaction is the reaction force that is assumed to act at a single point on the structure.
Area required by Bearing Plate - (Measured in Square Meter) - Area required by Bearing Plate is the space occupied by the bearing plate on concrete.
Specified Compressive Strength of Concrete - (Measured in Pascal) - Specified Compressive Strength of Concrete is the capacity of concrete to withstand applied loads on its surface without exhibiting cracks or deformations.
STEP 1: Convert Input(s) to Base Unit
Area required by Bearing Plate: 23980 Square Millimeter --> 0.02398 Square Meter (Check conversion here)
Specified Compressive Strength of Concrete: 28 Megapascal --> 28000000 Pascal (Check conversion here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
R = A1*0.35*fc' --> 0.02398*0.35*28000000
Evaluating ... ...
R = 235004
STEP 3: Convert Result to Output's Unit
235004 Newton -->235.004 Kilonewton (Check conversion here)
FINAL ANSWER
235.004 Kilonewton <-- Concentrated Load of Reaction
(Calculation completed in 00.004 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

Beam Reaction given Area Required by Bearing Plate Formula

Concentrated Load of Reaction = Area required by Bearing Plate*0.35*Specified Compressive Strength of Concrete
R = A1*0.35*fc'

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 Beam Reaction given Area Required by Bearing Plate?

Beam Reaction given Area Required by Bearing Plate calculator uses Concentrated Load of Reaction = Area required by Bearing Plate*0.35*Specified Compressive Strength of Concrete to calculate the Concentrated Load of Reaction, The Beam Reaction given Area Required by Bearing Plate formula is defined as the relation between the compressive strength of concrete and the bearing plate area. Concentrated Load of Reaction is denoted by R symbol.

How to calculate Beam Reaction given Area Required by Bearing Plate using this online calculator? To use this online calculator for Beam Reaction given Area Required by Bearing Plate, enter Area required by Bearing Plate (A1) & Specified Compressive Strength of Concrete (fc') and hit the calculate button. Here is how the Beam Reaction given Area Required by Bearing Plate calculation can be explained with given input values -> 0.059818 = 0.02398*0.35*28000000.

FAQ

What is Beam Reaction given Area Required by Bearing Plate?
The Beam Reaction given Area Required by Bearing Plate formula is defined as the relation between the compressive strength of concrete and the bearing plate area and is represented as R = A1*0.35*fc' or Concentrated Load of Reaction = Area required by Bearing Plate*0.35*Specified Compressive Strength of Concrete. Area required by Bearing Plate is the space occupied by the bearing plate on concrete & Specified Compressive Strength of Concrete is the capacity of concrete to withstand applied loads on its surface without exhibiting cracks or deformations.
How to calculate Beam Reaction given Area Required by Bearing Plate?
The Beam Reaction given Area Required by Bearing Plate formula is defined as the relation between the compressive strength of concrete and the bearing plate area is calculated using Concentrated Load of Reaction = Area required by Bearing Plate*0.35*Specified Compressive Strength of Concrete. To calculate Beam Reaction given Area Required by Bearing Plate, you need Area required by Bearing Plate (A1) & Specified Compressive Strength of Concrete (fc'). With our tool, you need to enter the respective value for Area required by Bearing Plate & Specified Compressive Strength of Concrete 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 Concentrated Load of Reaction?
In this formula, Concentrated Load of Reaction uses Area required by Bearing Plate & Specified Compressive Strength of Concrete. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Concentrated Load of Reaction = Actual Bearing Pressure*Width of Plate*Bearing or Plate Length
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