Negative Moment at Interior Faces of Exterior Support where Support is Column Solution

STEP 0: Pre-Calculation Summary
Formula Used
Moment in Structures = (Vertical Load*Length of Span^2)/12
Mt = (Wload*In^2)/12
This formula uses 3 Variables
Variables Used
Moment in Structures - (Measured in Joule) - The Moment in Structures is an overturning effect (tends to bend or turn the member) created by the force(load) acting on a structural member.
Vertical Load - (Measured in Kilonewton) - Vertical Load are applied perpendicular to the surface.
Length of Span - (Measured in Meter) - Length of Span refers to the length of the opening above which the beam is spanning.
STEP 1: Convert Input(s) to Base Unit
Vertical Load: 3.6 Kilonewton --> 3.6 Kilonewton No Conversion Required
Length of Span: 10.01 Meter --> 10.01 Meter No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Mt = (Wload*In^2)/12 --> (3.6*10.01^2)/12
Evaluating ... ...
Mt = 30.06003
STEP 3: Convert Result to Output's Unit
30.06003 Joule -->30.06003 Newton Meter (Check conversion here)
FINAL ANSWER
30.06003 Newton Meter <-- Moment in Structures
(Calculation completed in 00.004 seconds)

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Osmania University (OU), Hyderabad
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10+ Use of Moment Coefficients Calculators

Shear Force in End Members at First Interior Support
Go Moment in Structures = 1.15*(Vertical Load*Length of Span^2)/2
Negative Moment at Interior Faces of Exterior Supports where Support is Spandrel Beam
Go Moment in Structures = (Vertical Load*Length of Span^2)/24
Negative Moment at Exterior Face of First Interior Support for More than Two Spans
Go Moment in Structures = (Vertical Load*Length of Span^2)/10
Negative Moment at Interior Faces of Exterior Support where Support is Column
Go Moment in Structures = (Vertical Load*Length of Span^2)/12
Positive Moment for End Spans if Discontinuous End is Integral with Support
Go Moment in Structures = (Vertical Load*Length of Span^2)/14
Positive Moment for End Spans if Discontinuous End is Unrestrained
Go Moment in Structures = (Vertical Load*Length of Span^2)/11
Negative Moment at Other Faces of Interior Supports
Go Moment in Structures = (Vertical Load*Length of Span^2)/11
Positive Moment for Interior Spans
Go Moment in Structures = (Vertical Load*Length of Span^2)/16
Negative Moment at Exterior Face of First Interior Support for Two Spans
Go Moment in Structures = (Vertical Load*Length of Span^2)/9
Shear Force at All Other Supports
Go Moment in Structures = (Vertical Load*Length of Span^2)/2

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

Moment in Structures = (Vertical Load*Length of Span^2)/12
Mt = (Wload*In^2)/12

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 Column?

Negative Moment at Interior Faces of Exterior Support where Support is Column calculator uses Moment in Structures = (Vertical Load*Length of Span^2)/12 to calculate the Moment in Structures, The Negative Moment at Interior Faces of Exterior Support where Support is Column is defined as the beam is forced to curve up (forming a frown) above supports. Moment in Structures is denoted by Mt symbol.

How to calculate Negative Moment at Interior Faces of Exterior Support where Support is Column using this online calculator? To use this online calculator for Negative Moment at Interior Faces of Exterior Support where Support is Column, enter Vertical Load (Wload) & Length of Span (In) and hit the calculate button. Here is how the Negative Moment at Interior Faces of Exterior Support where Support is Column calculation can be explained with given input values -> 0.03 = (3600*0.01001^2)/12.

FAQ

What is Negative Moment at Interior Faces of Exterior Support where Support is Column?
The Negative Moment at Interior Faces of Exterior Support where Support is Column is defined as the beam is forced to curve up (forming a frown) above supports and is represented as Mt = (Wload*In^2)/12 or Moment in Structures = (Vertical Load*Length of Span^2)/12. Vertical Load are applied perpendicular to the surface & 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 Column?
The Negative Moment at Interior Faces of Exterior Support where Support is Column is defined as the beam is forced to curve up (forming a frown) above supports is calculated using Moment in Structures = (Vertical Load*Length of Span^2)/12. To calculate Negative Moment at Interior Faces of Exterior Support where Support is Column, you need Vertical Load (Wload) & Length of Span (In). With our tool, you need to enter the respective value for Vertical Load & 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 Structures?
In this formula, Moment in Structures uses Vertical Load & Length of Span. We can use 9 other way(s) to calculate the same, which is/are as follows -
  • Moment in Structures = (Vertical Load*Length of Span^2)/11
  • Moment in Structures = (Vertical Load*Length of Span^2)/14
  • Moment in Structures = (Vertical Load*Length of Span^2)/16
  • Moment in Structures = (Vertical Load*Length of Span^2)/9
  • Moment in Structures = (Vertical Load*Length of Span^2)/10
  • Moment in Structures = (Vertical Load*Length of Span^2)/11
  • Moment in Structures = (Vertical Load*Length of Span^2)/24
  • Moment in Structures = (Vertical Load*Length of Span^2)/2
  • Moment in Structures = 1.15*(Vertical Load*Length of Span^2)/2
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