Kethavath Srinath
Osmania University (OU), Hyderabad
Kethavath Srinath has created this Calculator and 300+ more calculators!
Mridul Sharma
Indian Institute of Information Technology (IIIT), Bhopal
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11 Other formulas that you can solve using the same Inputs

Brinell Hardness Number
Brinell Hardness Number=Force/((0.5*pi*Diameter of the ball indentor)*(Diameter of the ball indentor-((Diameter of the ball indentor^2)-(Diameter of indentation^2))^0.5)) GO
Deflection of the center of the leaf spring in pickering governor
Deflection of the centre of the leaf spring=(Force*Distance between the fixed ends of the spring^3)/(192*Young’s modulus of the material of the spring*Moment of Inertia) GO
Stress due to impact loading
Stress=Force*(1+sqrt(1+2*Original cross sectional area*Elastic Modulus*Height at which load falls/Force*Length))/Original cross sectional area GO
Elongation circular tapered bar
Elongation=4*Force*Length/(pi*Diameter of bigger end*Diameter of smaller end *Elastic Modulus) GO
Thermal Stress in tapered bar
Stress=(4*Force*Length)/(pi*Diameter of bigger end*Diameter of smaller end *Elastic Modulus) GO
Elongation of prismatic bar due to its own weight
Elongation=2*Force*Length of Rod/(Area*Elastic Modulus) GO
Engineering stress
Engineering stress=Force/Original cross sectional area GO
Hooke's law
Young's Modulus=Force*Elongation/(Area*Initial length) GO
Axial elongation of prismatic bar due to external load
Elongation=Force*Length of Rod/(Area*Elastic Modulus) GO
Strain Energy if applied tension load is given
Strain Energy=Force^2*Length/(2*Area*Young's Modulus) GO
Positive Moment for End Spans if Discontinuous End is Unrestrained
moment=(Force*Length of Span^2)/11 GO

9 Other formulas that calculate the same Output

Shear Force in End Members at First Interior Support
moment=1.15*(Force*Length of Span^2)/2 GO
Negative Moment at Interior Faces of Exterior Supports where Support is a Spandrel Beam
moment=(Force*Length of Span^2)/24 GO
Negative Moment at Exterior Face of First Interior Support for More Than Two Spans
moment=(Force*Length of Span^2)/10 GO
Positive Moment for End Spans if Discontinuous End is Integral with Support
moment=(Force*Length of Span^2)/14 GO
Positive Moment for End Spans if Discontinuous End is Unrestrained
moment=(Force*Length of Span^2)/11 GO
Negative Moment at Other Faces of Interior Supports
moment=(Force*Length of Span^2)/11 GO
Positive Moment for Interior Spans
moment=(Force*Length of Span^2)/16 GO
Negative Moment at Exterior Face of First Interior Support for Two Spans
moment=(Force*Length of Span^2)/9 GO
Shear Force at All Other Supports
moment=(Force*Length of Span^2)/2 GO

Negative Moment at Interior Faces of Exterior Support where Support is a Column Formula

moment=(Force*Length of Span^2)/12
M<sub>t</sub>=(F*I<sub>n^2)/12
More formulas
Positive Moment for End Spans if Discontinuous End is Unrestrained GO
Positive Moment for End Spans if Discontinuous End is Integral with Support GO
Positive Moment for Interior Spans GO
Negative Moment at Exterior Face of First Interior Support for Two Spans GO
Negative Moment at Exterior Face of First Interior Support for More Than Two Spans GO
Negative Moment at Other Faces of Interior Supports GO
Negative Moment at Interior Faces of Exterior Supports where Support is a Spandrel Beam GO
Shear Force at All Other Supports GO
Shear Force in End Members at First Interior Support GO

What is Spandrel Beam?

In steel or concrete structures, the spandrel beam is the exterior beam that stretches horizontally from one column to another column. These are also known as edge beam. Spandrel beams are provided on each floor which helps distinguish floor levels in high-rise buildings. These are used to withstand the load of the peripheral walls, in some cases, also roof loads of a building because masonry walls generally can not carry self-weight and slab weight entirely.

How to Calculate Negative Moment at Interior Faces of Exterior Support where Support is a Column?

Negative Moment at Interior Faces of Exterior Support where Support is a Column calculator uses moment=(Force*Length of Span^2)/12 to calculate the moment, The Negative Moment at Interior Faces of Exterior Support where Support is a Column formula is when the beam is forced to curve up (forming a frown) above supports. moment and is denoted by Mt symbol.

How to calculate Negative Moment at Interior Faces of Exterior Support where Support is a Column using this online calculator? To use this online calculator for Negative Moment at Interior Faces of Exterior Support where Support is a Column, enter Force (F) and Length of Span (In) and hit the calculate button. Here is how the Negative Moment at Interior Faces of Exterior Support where Support is a Column calculation can be explained with given input values -> 0.008333 = (1000*0.01^2)/12.

FAQ

What is Negative Moment at Interior Faces of Exterior Support where Support is a Column?
The Negative Moment at Interior Faces of Exterior Support where Support is a Column formula is when the beam is forced to curve up (forming a frown) above supports and is represented as Mt=(F*In^2)/12 or moment=(Force*Length of Span^2)/12. Force is the instantaneous load applied perpendicular to the specimen cross section and Length of Span refers to the length of the opening above which the beam is spanning.
How to calculate Negative Moment at Interior Faces of Exterior Support where Support is a Column?
The Negative Moment at Interior Faces of Exterior Support where Support is a Column formula is when the beam is forced to curve up (forming a frown) above supports is calculated using moment=(Force*Length of Span^2)/12. To calculate Negative Moment at Interior Faces of Exterior Support where Support is a Column, you need Force (F) and Length of Span (In). With our tool, you need to enter the respective value for Force and Length of Span 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 moment?
In this formula, moment uses Force and Length of Span. We can use 9 other way(s) to calculate the same, which is/are as follows -
  • moment=(Force*Length of Span^2)/11
  • moment=(Force*Length of Span^2)/14
  • moment=(Force*Length of Span^2)/16
  • moment=(Force*Length of Span^2)/9
  • moment=(Force*Length of Span^2)/10
  • moment=(Force*Length of Span^2)/11
  • moment=(Force*Length of Span^2)/24
  • moment=(Force*Length of Span^2)/2
  • moment=1.15*(Force*Length of Span^2)/2
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