Positive Moment for End Spans if Discontinuous End is Unrestrained Calculator

✖Vertical Load are applied perpendicular to the surface.ⓘ Vertical Load [W_load]			+10% -10%
✖Length of Span refers to the length of the opening above which the beam is spanning.ⓘ Length of Span [I_n]			+10% -10%

✖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.ⓘ Positive Moment for End Spans if Discontinuous End is Unrestrained [M_t]

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Formula

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Positive Moment for End Spans if Discontinuous End is Unrestrained

Formula

`"M"_{"t"} = ("W"_{"load"}*"I"_{"n"}^2)/11`

Example

`"32.79276N*m"=("3.6kN"*("10.01m")^2)/11`

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Positive Moment for End Spans if Discontinuous End is Unrestrained Solution

STEP 0: Pre-Calculation Summary

Formula Used

Moment in Structures = (Vertical Load*Length of Span^2)/11
M_t = (W_load*I_n^2)/11
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

M_t = (W_load*I_n^2)/11 --> (3.6*10.01^2)/11

Evaluating ... ...

M_t = 32.79276

STEP 3: Convert Result to Output's Unit

32.79276 Joule -->32.79276 Newton Meter (Check conversion here)

FINAL ANSWER

32.79276 Newton Meter <-- Moment in Structures

(Calculation completed in 00.020 seconds)

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Created by Kethavath Srinath

Osmania University (OU), Hyderabad

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Indian Institute of Information Technology (IIIT), Bhopal

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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

Positive Moment for End Spans if Discontinuous End is Unrestrained Formula

Moment in Structures = (Vertical Load*Length of Span^2)/11
M_t = (W_load*I_n^2)/11

Define Moment

The Moment of a force is a measure of its tendency to cause a body to rotate about a specific point or axis. This is different from the tendency for a body to move, or translate, in the direction of the force.

How to Calculate Positive Moment for End Spans if Discontinuous End is Unrestrained?

Positive Moment for End Spans if Discontinuous End is Unrestrained calculator uses Moment in Structures = (Vertical Load*Length of Span^2)/11 to calculate the Moment in Structures, The Positive Moment for End Spans if Discontinuous End is Unrestrained is defined as the beam/slab is being forced to curve downwards or Sag (forming a smile) in the mid span. Moment in Structures is denoted by M_t symbol.

How to calculate Positive Moment for End Spans if Discontinuous End is Unrestrained using this online calculator? To use this online calculator for Positive Moment for End Spans if Discontinuous End is Unrestrained, enter Vertical Load (W_load) & Length of Span (I_n) and hit the calculate button. Here is how the Positive Moment for End Spans if Discontinuous End is Unrestrained calculation can be explained with given input values -> 0.032727 = (3600*0.01001^2)/11.

FAQ

What is Positive Moment for End Spans if Discontinuous End is Unrestrained?

The Positive Moment for End Spans if Discontinuous End is Unrestrained is defined as the beam/slab is being forced to curve downwards or Sag (forming a smile) in the mid span and is represented as M_t = (W_load*I_n^2)/11 or Moment in Structures = (Vertical Load*Length of Span^2)/11. 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 Positive Moment for End Spans if Discontinuous End is Unrestrained?

The Positive Moment for End Spans if Discontinuous End is Unrestrained is defined as the beam/slab is being forced to curve downwards or Sag (forming a smile) in the mid span is calculated using Moment in Structures = (Vertical Load*Length of Span^2)/11. To calculate Positive Moment for End Spans if Discontinuous End is Unrestrained, you need Vertical Load (W_load) & Length of Span (I_n). 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)/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)/12
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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