Calculator A to Z
🔍
🔍

Bending Moment when Extreme Fiber Stress for a Rectangular Timber Beam is Given Calculator

Category Engineering ↺
Engineering Civil ↺
Civil Timber Engineering ↺
Timber-Engineering Beams ↺
✖Maximum Fiber Stress can be described as the Maximum tensile or compressive stress in a homogeneous flexure or torsion test specimen. maximum fiber stress occurs at mid-span.ⓘ Maximum Fiber Stress [f
+10%
-10%
✖Beam Width is defined as the shortest/least measurement of the beam.ⓘ Beam Width [b]
+10%
-10%
✖Height of Beam can be described as the dimension(depth of beam) from the sectionⓘ Height of Beam [h
+10%
-10%
✖The Bending moment is the reaction induced in a structural element when an external force or moment is applied to the element, causing the element to bend.ⓘ Bending Moment when Extreme Fiber Stress for a Rectangular Timber Beam is Given [M]
⎘ Copy
👎 Report Issue!
👍 Share Now!
You are here:
M Naveen
National Institute of Technology (NIT), Warangal
M Naveen has created this Calculator and 100+ more calculators!
Chandana P Dev
NSS College of Engineering (NSSCE), Palakkad
Chandana P Dev has verified this Calculator and 500+ more calculators!

11 Other formulas that you can solve using the same Inputs

Moment of Inertia of Transformed Beam Section
Moment of Inertia Transformed Beam=(0.5*Beam Width*(Distance Neutral to face of Concrete ^2))+2*(Elasticity Ratio of Steel to Concrete-1)*Area of Compressive Reinforcement*(Distance Neutral to Compressive Reinforcing Steel^2)+Elasticity Ratio of Steel to Concrete*(Distance Neutral to Tensile Reinforcing Steel^2)*Tensile Reinforcement Area GO
Distance from Extreme Compression to Centroid when Steel Ratio is Given
Distance from Extreme Compression to Centroid =(area of tension reinforcement)/(Beam Width*Steel Ratio) GO
Steel Ratio
Steel Ratio=(area of tension reinforcement)/(Beam Width*Distance from Extreme Compression to Centroid ) GO
Area of Tension Reinforcement when Steel Ratio is Given
area of tension reinforcement=(Steel Ratio*Beam Width*Distance from Extreme Compression to Centroid ) GO
Depth of Beam when Stress in Concrete is Given
Depth of the Beam=sqrt(2*Bending moment/(Ratio k*Ratio j*Beam Width*Stress)) GO
Bending Moment when Stress in Concrete is Given
Bending moment=(Stress*Ratio k*Ratio j*Beam Width*Depth of the Beam^2)/2 GO
Stress in Concrete
Stress=2*Bending moment/(Ratio k*Ratio j*Beam Width*Depth of the Beam^2) GO
Stress in Steel When Cross-Sectional Reinforcing Tensile Area to Beam Area Ratio is Given
Stress=Bending moment/(Ratio p*Ratio j*Beam Width*Depth of the Beam^2) GO
Effective Depth of Beam when Shearing Unit Stress in a Reinforced Concrete Beam is Given
Depth of the Beam=Total Shear/(Beam Width*Shearing Unit Stress) GO
Shearing Unit Stress in a Reinforced Concrete Beam
Shearing Unit Stress=Total Shear/(Beam Width*Depth of the Beam) GO
Total Shear when Shearing Unit Stress in a Reinforced Concrete Beam is Given
Total Shear=Shearing Unit Stress*Beam Width*Depth of the Beam GO

11 Other formulas that calculate the same Output

Bending moment at a distance x from end A
Bending moment=((Load per unit length*(Length of Shaft^2))/12)+((Load per unit length*(Distance of small section of shaft from end A^2))/2)-((Load per unit length*Length of Shaft*Distance of small section of shaft from end A)/2) GO
Total Bending Moment when Unit Stress in Compressive Reinforcing Steel is Given
Bending moment=Moment of Inertia Transformed Beam*Unit Stress in Compressive Reinforcing Steel/(2*Elasticity Ratio of Steel to Concrete*Distance Neutral to Compressive Reinforcing Steel) GO
Axial Load for Tied Columns
Bending moment=0.40*area of tension reinforcement*yield strength of reinforcement*(Distance from Compression to Tensile Reinforcement-Distance from Compression to Centroid Reinforcment) GO
Maximum bending moment at a distance x from end A
Bending moment=((Load per unit length*(Distance of small section of shaft from end A^2))/2)-((Load per unit length*Length of Shaft*Distance of small section of shaft from end A)/2) GO
Total Bending Moment when Unit Stress in Tensile Reinforcing Steel is Given
Bending moment=Unit Stress in tensile Reinforcing Steel*Moment of Inertia Transformed Beam/(Elasticity Ratio of Steel to Concrete*Distance Neutral to Tensile Reinforcing Steel) GO
Bending Moment when Cross-Sectional Area of Compressive Reinforcing is Given
Bending moment=(Elasticity Ratio of Steel to Concrete*Compressive Stress*Depth of the Beam*Area of Compressive Reinforcement)+Bending Moment Tensile Reinforcing GO
Total Bending Moment when Unit Stress in Extreme Fiber of Concrete is Given
Bending moment=Unit Stress in Fiber of Concrete*Moment of Inertia Transformed Beam/Distance Neutral to face of Concrete GO
Axial Load for Spiral Columns
Bending moment=0.12*Total area*yield strength of reinforcement*Diameter of reinforcement GO
Bending Moment when Strain Energy in Bending is Given
Bending moment=sqrt(Strain Energy*(2*Modulus Of Elasticity*Moment of Inertia)/Length) GO
Bending Moment when Total Cross-Sectional Area of Tensile Reinforcing is Given
Bending moment=Cross sectional area*7*Reinforcement Stress*Depth of the Beam/8 GO
Bending Moment when Stress in Concrete is Given
Bending moment=(Stress*Ratio k*Ratio j*Beam Width*Depth of the Beam^2)/2 GO

Bending Moment when Extreme Fiber Stress for a Rectangular Timber Beam is Given Formula

Bending moment= (Maximum Fiber Stress*Beam Width*(Height of Beam)^2)/6
M= (f<sub>*b*(h<sub>)^2)/6
More formulas
Extreme Fiber Stress in Bending for a Rectangular Timber Beam GO
Extreme Fiber Stress for a Rectangular Timber Beam when Section Modulus is Given GO
Section Modulus GO
Beam Width when Extreme Fiber Stress for a Rectangular Timber Beam is Given GO
Beam Depth when Extreme Fiber Stress for a Rectangular Timber Beam is Given GO
Horizontal Shearing Stress in a Rectangular Timber Beam GO
Total Shear when Horizontal Shearing Stress is Given GO
Beam Width when Horizontal Shearing Stress is Given GO
Beam Depth when Horizontal Shearing Stress is Given GO
Horizontal Shearing Stress in a Rectangular Timber Beam when Notch in the Lower Face GO
Modified Total End Shear for Uniform Loading GO
Modified Total End Shear for Concentrated Loads GO

How to calculate the bending moment?

Bending moment can be calculated based on the force exerted at extreme fiber end upon the section by using the above formula

How to Calculate Bending Moment when Extreme Fiber Stress for a Rectangular Timber Beam is Given?

Bending Moment when Extreme Fiber Stress for a Rectangular Timber Beam is Given calculator uses Bending moment= (Maximum Fiber Stress*Beam Width*(Height of Beam)^2)/6 to calculate the Bending moment, The Bending Moment when Extreme Fiber Stress for a Rectangular Timber Beam is Given formula is defined as the reaction induced in a structural element when an external force is applied to the section causing the section to bend. Bending moment and is denoted by M symbol.

How to calculate Bending Moment when Extreme Fiber Stress for a Rectangular Timber Beam is Given using this online calculator? To use this online calculator for Bending Moment when Extreme Fiber Stress for a Rectangular Timber Beam is Given, enter Maximum Fiber Stress (f, Beam Width (b) and Height of Beam (h and hit the calculate button. Here is how the Bending Moment when Extreme Fiber Stress for a Rectangular Timber Beam is Given calculation can be explained with given input values -> 8333.333 = (500000000*0.01*(0.1)^2)/6.

FAQ

What is Bending Moment when Extreme Fiber Stress for a Rectangular Timber Beam is Given?
The Bending Moment when Extreme Fiber Stress for a Rectangular Timber Beam is Given formula is defined as the reaction induced in a structural element when an external force is applied to the section causing the section to bend and is represented as M= (f or Bending moment= (Maximum Fiber Stress*Beam Width*(Height of Beam)^2)/6. Maximum Fiber Stress can be described as the Maximum tensile or compressive stress in a homogeneous flexure or torsion test specimen. maximum fiber stress occurs at mid-span, Beam Width is defined as the shortest/least measurement of the beam and Height of Beam can be described as the dimension(depth of beam) from the section.
How to calculate Bending Moment when Extreme Fiber Stress for a Rectangular Timber Beam is Given?
The Bending Moment when Extreme Fiber Stress for a Rectangular Timber Beam is Given formula is defined as the reaction induced in a structural element when an external force is applied to the section causing the section to bend is calculated using Bending moment= (Maximum Fiber Stress*Beam Width*(Height of Beam)^2)/6. To calculate Bending Moment when Extreme Fiber Stress for a Rectangular Timber Beam is Given, you need Maximum Fiber Stress (f, Beam Width (b) and Height of Beam (h. With our tool, you need to enter the respective value for Maximum Fiber Stress, Beam Width and Height of Beam 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 Bending moment?
In this formula, Bending moment uses Maximum Fiber Stress, Beam Width and Height of Beam. We can use 11 other way(s) to calculate the same, which is/are as follows -
  • Bending moment=sqrt(Strain Energy*(2*Modulus Of Elasticity*Moment of Inertia)/Length)
  • Bending moment=(Stress*Ratio k*Ratio j*Beam Width*Depth of the Beam^2)/2
  • Bending moment=Cross sectional area*7*Reinforcement Stress*Depth of the Beam/8
  • Bending moment=(Elasticity Ratio of Steel to Concrete*Compressive Stress*Depth of the Beam*Area of Compressive Reinforcement)+Bending Moment Tensile Reinforcing
  • Bending moment=Unit Stress in tensile Reinforcing Steel*Moment of Inertia Transformed Beam/(Elasticity Ratio of Steel to Concrete*Distance Neutral to Tensile Reinforcing Steel)
  • Bending moment=Moment of Inertia Transformed Beam*Unit Stress in Compressive Reinforcing Steel/(2*Elasticity Ratio of Steel to Concrete*Distance Neutral to Compressive Reinforcing Steel)
  • Bending moment=Unit Stress in Fiber of Concrete*Moment of Inertia Transformed Beam/Distance Neutral to face of Concrete
  • Bending moment=0.12*Total area*yield strength of reinforcement*Diameter of reinforcement
  • Bending moment=0.40*area of tension reinforcement*yield strength of reinforcement*(Distance from Compression to Tensile Reinforcement-Distance from Compression to Centroid Reinforcment)
  • Bending moment=((Load per unit length*(Distance of small section of shaft from end A^2))/2)-((Load per unit length*Length of Shaft*Distance of small section of shaft from end A)/2)
  • Bending moment=((Load per unit length*(Length of Shaft^2))/12)+((Load per unit length*(Distance of small section of shaft from end A^2))/2)-((Load per unit length*Length of Shaft*Distance of small section of shaft from end A)/2)
About | Contact | Disclaimer | Terms Of Use
© 2011-2021 A softusvista inc. venture!

Share Image
Let Others Know
✖
LinkedIn
Email
WhatsApp
Copied!