Mridul Sharma
Indian Institute of Information Technology (IIIT), Bhopal
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Kethavath Srinath
Osmania University (OU), Hyderabad
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11 Other formulas that you can solve using the same Inputs

Theoretical Maximum Stress for Secant Code Steels
Critical stress=Yield Strength/(1+((Eccentricity*End Fixity Coefficient/(Radius of gyration^2))*(sec((1/Radius of gyration)*sqrt(Concentrated load/(4*Cross sectional area*Modulus Of Elasticity)))))) GO
Deflection for Hollow Rectangle When Load in Middle
Deflection of Beam=(Greatest Safe Load*Length of the Beam^3)/(32*(Sectional Area*(Depth of the Beam^2)-Interior Cross-Sectional Area of Beam*(Interior Depth of the Beam^2))) GO
Deflection for Hollow Rectangle When Load is Distributed
Deflection of Beam=Greatest Safe Load*(Length of the Beam^3)/(52*(Sectional Area*Depth of the Beam^-Interior Cross-Sectional Area of Beam*Interior Depth of the Beam^2)) GO
Greatest Safe Load for Hollow Rectangle When Load is Distributed
Greatest Safe Load=1780*(Sectional Area*Depth of the Beam-Interior Cross-Sectional Area of Beam*Interior Depth of the Beam)/Distance between Supports GO
Greatest Safe Load for Hollow Rectangle When Load in Middle
Greatest Safe Load=(890*(Sectional Area*Depth of the Beam-Interior Cross-Sectional Area of Beam*Interior Depth of the Beam))/Length of the Beam GO
Deflection for Solid Rectangle When Load is Distributed
Deflection of Beam=(Greatest safe distributed load*Length of the Beam^3)/(52*Sectional Area*Depth of the Beam^2) GO
Deflection for Solid Rectangle When Load in Middle
Deflection of Beam=(Greatest Safe Load*Length of the Beam^3)/(32*Sectional Area*Depth of the Beam^2) GO
Greatest Safe Load for Solid Rectangle When Load is Distributed
Greatest safe distributed load=1780*Sectional Area*Depth of the Beam/Length of the Beam GO
Greatest Safe Load for Solid Cylinder When Load is Distributed
Greatest Safe Load=1333*(Sectional Area*Depth of the Beam)/Length of the Beam GO
Greatest Safe Load for Solid Cylinder When Load in Middle
Greatest Safe Load=(667*Sectional Area*Depth of the Beam)/Length of the Beam GO
Greatest Safe Load for Solid Rectangle When Load in Middle
Greatest Safe Load=890*Sectional Area*Depth of the Beam/Length of the Beam GO

1 Other formulas that calculate the same Output

Modified Total End Shear for Uniform Loading
Modified Total End Shear=total uniformly distributed load*(1-(2*Depth of the Beam/span of beam))/2 GO

Modified Total End Shear for Concentrated Loads Formula

Modified Total End Shear=(10*Concentrated load*(span of beam-distance from reaction to concentrated load)*((distance from reaction to concentrated load/Depth of the Beam)^2))/(9*span of beam*(2+(distance from reaction to concentrated load/Depth of the Beam)^2))
V<sub>1</sub>=(10*P*(h-x)*((x/D)^2))/(9*h*(2+(x/D)^2))
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
Bending Moment when Extreme Fiber Stress for a Rectangular Timber Beam is Given 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

What is meant by the term concentrated load?

A single load or force that has such a small contact area as to be negligible compared with the entire surface area of the supporting member and applied at a certain point on the structure.

How to Calculate Modified Total End Shear for Concentrated Loads?

Modified Total End Shear for Concentrated Loads calculator uses Modified Total End Shear=(10*Concentrated load*(span of beam-distance from reaction to concentrated load)*((distance from reaction to concentrated load/Depth of the Beam)^2))/(9*span of beam*(2+(distance from reaction to concentrated load/Depth of the Beam)^2)) to calculate the Modified Total End Shear, The Modified Total End Shear for Concentrated Loads formula calculates the total shear force acting at the end for the concentrated loads( the loads which has small contact area as compared to total area of supportive member. Modified Total End Shear and is denoted by V1 symbol.

How to calculate Modified Total End Shear for Concentrated Loads using this online calculator? To use this online calculator for Modified Total End Shear for Concentrated Loads, enter Concentrated load (P), span of beam (h), distance from reaction to concentrated load (x) and Depth of the Beam (D) and hit the calculate button. Here is how the Modified Total End Shear for Concentrated Loads calculation can be explained with given input values -> 0.000138 = (10*5*(0.01-0.002)*((0.002/0.254000000001016)^2))/(9*0.01*(2+(0.002/0.254000000001016)^2)).

FAQ

What is Modified Total End Shear for Concentrated Loads?
The Modified Total End Shear for Concentrated Loads formula calculates the total shear force acting at the end for the concentrated loads( the loads which has small contact area as compared to total area of supportive member and is represented as V1=(10*P*(h-x)*((x/D)^2))/(9*h*(2+(x/D)^2)) or Modified Total End Shear=(10*Concentrated load*(span of beam-distance from reaction to concentrated load)*((distance from reaction to concentrated load/Depth of the Beam)^2))/(9*span of beam*(2+(distance from reaction to concentrated load/Depth of the Beam)^2)). Concentrated load is a load acting at a single point, span of beam is the length of the beam, distance from reaction to concentrated load is the distance between reaction and concentrated load and Depth of the Beam is the overall depth of the cross section of the beam perpendicular to the axis of the beam.
How to calculate Modified Total End Shear for Concentrated Loads?
The Modified Total End Shear for Concentrated Loads formula calculates the total shear force acting at the end for the concentrated loads( the loads which has small contact area as compared to total area of supportive member is calculated using Modified Total End Shear=(10*Concentrated load*(span of beam-distance from reaction to concentrated load)*((distance from reaction to concentrated load/Depth of the Beam)^2))/(9*span of beam*(2+(distance from reaction to concentrated load/Depth of the Beam)^2)). To calculate Modified Total End Shear for Concentrated Loads, you need Concentrated load (P), span of beam (h), distance from reaction to concentrated load (x) and Depth of the Beam (D). With our tool, you need to enter the respective value for Concentrated load, span of beam, distance from reaction to concentrated load and Depth of the 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 Modified Total End Shear?
In this formula, Modified Total End Shear uses Concentrated load, span of beam, distance from reaction to concentrated load and Depth of the Beam. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Modified Total End Shear=total uniformly distributed load*(1-(2*Depth of the Beam/span of beam))/2
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