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Negative Moment at Interior Faces of Exterior Supports where Support is Spandrel Beam Calculator

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Use of Moment Coefficients

✖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.ⓘ Negative Moment at Interior Faces of Exterior Supports where Support is Spandrel Beam [M_t]

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Negative Moment at Interior Faces of Exterior Supports where Support is Spandrel Beam Solution

STEP 0: Pre-Calculation Summary

Formula Used

Moment in Structures = (Vertical Load*Length of Span^2)/24
M_t = (W_load*I_n^2)/24
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)/24 --> (3.6*10.01^2)/24

Evaluating ... ...

M_t = 15.030015

STEP 3: Convert Result to Output's Unit

15.030015 Joule -->15.030015 Newton Meter (Check conversion here)

FINAL ANSWER

15.030015 ≈ 15.03001 Newton Meter <-- Moment in Structures

(Calculation completed in 00.004 seconds)

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Osmania University (OU), Hyderabad

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< Use of Moment Coefficients Calculators

Positive Moment for End Spans if Discontinuous End is Integral with Support

LaTeX Go Moment in Structures = (Vertical Load*Length of Span^2)/14

Positive Moment for End Spans if Discontinuous End is Unrestrained

LaTeX Go Moment in Structures = (Vertical Load*Length of Span^2)/11

Positive Moment for Interior Spans

LaTeX Go Moment in Structures = (Vertical Load*Length of Span^2)/16

Negative Moment at Exterior Face of First Interior Support for Two Spans

LaTeX Go Moment in Structures = (Vertical Load*Length of Span^2)/9

Negative Moment at Interior Faces of Exterior Supports where Support is Spandrel Beam Formula

LaTeX Go

Moment in Structures = (Vertical Load*Length of Span^2)/24
M_t = (W_load*I_n^2)/24

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 Supports where Support is Spandrel Beam?

Negative Moment at Interior Faces of Exterior Supports where Support is Spandrel Beam calculator uses Moment in Structures = (Vertical Load*Length of Span^2)/24 to calculate the Moment in Structures, The Negative Moment at Interior Faces of Exterior Supports where Support is Spandrel Beam is defined as the beam is forced to curve up (forming a frown) above supports. Moment in Structures is denoted by M_t symbol.

How to calculate Negative Moment at Interior Faces of Exterior Supports where Support is Spandrel Beam using this online calculator? To use this online calculator for Negative Moment at Interior Faces of Exterior Supports where Support is Spandrel Beam, enter Vertical Load (W_load) & Length of Span (I_n) and hit the calculate button. Here is how the Negative Moment at Interior Faces of Exterior Supports where Support is Spandrel Beam calculation can be explained with given input values -> 0.015 = (3600*0.01001^2)/24.

FAQ

What is Negative Moment at Interior Faces of Exterior Supports where Support is Spandrel Beam?

The Negative Moment at Interior Faces of Exterior Supports where Support is Spandrel Beam is defined as the beam is forced to curve up (forming a frown) above supports and is represented as M_t = (W_load*I_n^2)/24 or Moment in Structures = (Vertical Load*Length of Span^2)/24. 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 Supports where Support is Spandrel Beam?

The Negative Moment at Interior Faces of Exterior Supports where Support is Spandrel Beam 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)/24. To calculate Negative Moment at Interior Faces of Exterior Supports where Support is Spandrel Beam, 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 3 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

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