Ishita Goyal
Meerut Institute of Engineering and Technology (MIET), Meerut
Ishita Goyal has created this Calculator and 100+ more calculators!
Himanshi Sharma
Bhilai Institute of Technology (BIT), Raipur
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11 Other formulas that you can solve using the same Inputs

Ultimate Strength for Symmetrical Reinforcement
Axial Load Capacity=0.85*28 Day Compressive Strength of Concrete*Width of compression face*Distance from Compression to Tensile Reinforcement*Capacity reduction factor*((-Area ratio of tensile reinforcement)+1-(Eccentricity by method of frame analysis/Distance from Compression to Tensile Reinforcement)+sqrt(((1-(Eccentricity by method of frame analysis/Distance from Compression to Tensile Reinforcement))^2)+2*Area ratio of tensile reinforcement*((Force ratio of strengths of reinforcements-1)*(1-(Distance from Compression to Centroid Reinforcment/Distance from Compression to Tensile Reinforcement))+(Eccentricity by method of frame analysis/Distance from Compression to Tensile Reinforcement)))) GO
Balanced Moment when Φ is Given
Balanced Moment=Resistance Factor*((.85*28 Day Compressive Strength of Concrete*Width of compression face*Depth Rectangular Compressive Stress*(Distance from Compression to Tensile Reinforcement-Distance from Plastic to Tensile Reinforcement-Depth Rectangular Compressive Stress/2))+(Area of Compressive Reinforcement*Yeild Strength of Base Plate*(Distance from Compression to Tensile Reinforcement-Distance from Compression to Centroid Reinforcment-Distance from Plastic to Tensile Reinforcement))+(area of tension reinforcement*Tensile Stress in Steel*Distance from Plastic to Tensile Reinforcement)) GO
Ultimate Strength for Symmetrical Reinforcement in Single Layers
Axial Load Capacity=Capacity reduction factor*((Area of Compressive Reinforcement*Yield strength of reinforcing steel/((Eccentricity/Distance from Compression to Tensile Reinforcement)-Distance from Compression to Centroid Reinforcment+0.5))+(Width of compression face*Depth of column*28 Day Compressive Strength of Concrete/((3*Depth of column*Eccentricity/(Distance from Compression to Tensile Reinforcement^2))+1.18))) GO
Effective Depth when Cross-Sectional Area of Web Reinforcement is Given
Depth of the Beam=(Total Shear-Shear that Concrete Could Carry)*Spacing of Stirrups/(Allowable Unit Stress in Web Reinforcement*Cross Sectional Area of Web Reinforcement) GO
Cross-Sectional Area of Web Reinforcement
Cross Sectional Area of Web Reinforcement=(Total Shear-Shear that Concrete Could Carry)*Spacing of Stirrups/(Allowable Unit Stress in Web Reinforcement*Depth of the Beam) GO
Shear Carried by Concrete when Cross-Sectional Area of Web Reinforcement is Given
Shear that Concrete Could Carry=Total Shear-(Cross Sectional Area of Web Reinforcement*Allowable Unit Stress in Web Reinforcement*Depth of the Beam/Spacing of Stirrups) GO
Stirrups Spacing when Cross-Sectional Area of Web Reinforcement is Given
Spacing of Stirrups=Cross Sectional Area of Web Reinforcement*Allowable Unit Stress in Web Reinforcement*Depth of the Beam/(Total Shear-Shear that Concrete Could Carry) GO
Bond Stress on Bar Surface
Bond stress on surface of bar=Total Shear/(Ratio j*Effective depth of beam*Sum of perimeters) 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
Width of Beam when Shearing Unit Stress in a Reinforced Concrete Beam is Given
Beam Width=Total Shear/(Depth of the Beam*Shearing Unit Stress) GO
Shearing Unit Stress in a Reinforced Concrete Beam
Shearing Unit Stress=Total Shear/(Beam Width*Depth of the Beam) GO

4 Other formulas that calculate the same Output

Beam Width when Steel Ratio is Given
Beam Width=(area of tension reinforcement)/(Distance from Extreme Compression to Centroid *Steel Ratio) GO
Width of Beam when Stress in Concrete is Given
Beam Width=2*Bending moment/(Ratio k*Ratio j*Stress*Depth of the Beam^2) GO
Width of Beam when Shearing Unit Stress in a Reinforced Concrete Beam is Given
Beam Width=Total Shear/(Depth of the Beam*Shearing Unit Stress) GO
Beam Width
Beam Width=1/directivity of antenna GO

Beam Width when Nominal Unit Shear Stress is Given Formula

Beam Width=Total Shear/(Nominal shear stress*Distance from Compression to Centroid Reinforcment)
b=V/(v<sub>u</sub>*d')
More formulas
Nominal Unit Shear Stress GO
Shear when Nominal Unit Shear Stress is Given GO
Distance from Extreme Compression to Centroid when Nominal Unit Shear Stress is Given GO
Area Required in Legs of a Vertical Stirrup GO
Excess Shear when Area in Legs of a Vertical Stirrup is Given GO
Stirrups Spacing when Area in Legs of a Vertical Stirrup is Given GO
Distance from Extreme Compression to Centroid when Area in Legs of a Vertical Stirrup is Given GO
Allowable Stress in Stirrup Steel when Area in Legs of a Vertical Stirrup is Given GO
Stirrups Spacing when Stirrup Leg Area is Given for Group of Bars Bent up Different Distances GO
Excess Shear when Stirrup Leg Area is Given for Group of Bars Bent up Different Distances GO
Vertical Stirrup Leg Area when Group of Bars is Bent at Different Distances GO
Excess Shear when Vertical Stirrup Leg Area is Given for Single Bar Bent at Angle α GO
Vertical Stirrup Leg Area when Single Bar is Bent at an Angle α GO

What is shear stress?

Shear stress is the force that tends to cause deformation of a material by slippage along a plane or planes parallel to the imposed stress.

How to Calculate Beam Width when Nominal Unit Shear Stress is Given?

Beam Width when Nominal Unit Shear Stress is Given calculator uses Beam Width=Total Shear/(Nominal shear stress*Distance from Compression to Centroid Reinforcment) to calculate the Beam Width, Beam Width when Nominal Unit Shear Stress is Given formula gives the width of the beam. the ratio of beam depth to its width is recommended to be between 1.5 to 2. The reinforcement arrangement is the major factor that determines the beam width. Beam Width and is denoted by b symbol.

How to calculate Beam Width when Nominal Unit Shear Stress is Given using this online calculator? To use this online calculator for Beam Width when Nominal Unit Shear Stress is Given, enter Total Shear (V), Nominal shear stress (vu) and Distance from Compression to Centroid Reinforcment (d') and hit the calculate button. Here is how the Beam Width when Nominal Unit Shear Stress is Given calculation can be explained with given input values -> 1.000E+6 = 100/(10*0.01).

FAQ

What is Beam Width when Nominal Unit Shear Stress is Given?
Beam Width when Nominal Unit Shear Stress is Given formula gives the width of the beam. the ratio of beam depth to its width is recommended to be between 1.5 to 2. The reinforcement arrangement is the major factor that determines the beam width and is represented as b=V/(vu*d') or Beam Width=Total Shear/(Nominal shear stress*Distance from Compression to Centroid Reinforcment). Total Shear is defined as the total shear force acting on the body, Nominal shear stress is given by shear force per unit area and Distance from Compression to Centroid Reinforcment is defined as the distance from extreme compression surface to the centroid of compression reinforcement, in (mm).
How to calculate Beam Width when Nominal Unit Shear Stress is Given?
Beam Width when Nominal Unit Shear Stress is Given formula gives the width of the beam. the ratio of beam depth to its width is recommended to be between 1.5 to 2. The reinforcement arrangement is the major factor that determines the beam width is calculated using Beam Width=Total Shear/(Nominal shear stress*Distance from Compression to Centroid Reinforcment). To calculate Beam Width when Nominal Unit Shear Stress is Given, you need Total Shear (V), Nominal shear stress (vu) and Distance from Compression to Centroid Reinforcment (d'). With our tool, you need to enter the respective value for Total Shear, Nominal shear stress and Distance from Compression to Centroid Reinforcment 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 Beam Width?
In this formula, Beam Width uses Total Shear, Nominal shear stress and Distance from Compression to Centroid Reinforcment. We can use 4 other way(s) to calculate the same, which is/are as follows -
  • Beam Width=2*Bending moment/(Ratio k*Ratio j*Stress*Depth of the Beam^2)
  • Beam Width=Total Shear/(Depth of the Beam*Shearing Unit Stress)
  • Beam Width=(area of tension reinforcement)/(Distance from Extreme Compression to Centroid *Steel Ratio)
  • Beam Width=1/directivity of antenna
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