HCF of three numbers

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

Engineering Chemistry Financial Health More >>

↳

Civil Chemical Engineering Electrical Electronics More >>

⤿

Structural Engineering Bridge and Suspension Cable Coastal and Ocean Engineering Columns More >>

⤿

Concrete Structures Prestressed Concrete Roof Live Loads Structural Analysis

⤿

Behaviour in Flexure Properties of Basic Material of Concrete Structures Design for Beams and Ultimate Strength for Rectangular Beams with Tension Reinforcement Design of Compression Members More >>

⤿

Design of Beam and Slab Analysis using Limit State Method Analysis Using Working Stress Method

⤿

Design of Continuous One Way Slabs Curtailment of Flexural Tension Reinforcement Doubly Reinforced Rectangular Sections Singly Reinforced Rectangular Sections

⤿

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 Support where Support is Column [M_t]

⎘ Copy

👎

Formula

LaTeX

Reset

👍

Download Design of Beam and Slab Formulas PDF PDF Image

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
M_t = (W_load*I_n^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

M_t = (W_load*I_n^2)/12 --> (3.6*10.01^2)/12

Evaluating ... ...

M_t = 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 00.020 seconds)

You are here -

Home » Engineering » Civil » Structural Engineering » Concrete Structures » Behaviour in Flexure » Design of Beam and Slab » Design of Continuous One Way Slabs » Use of Moment Coefficients » Negative Moment at Interior Faces of Exterior Support where Support is Column

Credits

Created by Kethavath Srinath

Osmania University (OU), Hyderabad

Kethavath Srinath has created this Calculator and 1000+ more calculators!

Verified by Mridul Sharma

Indian Institute of Information Technology (IIIT), Bhopal

Mridul Sharma has verified this Calculator and 1700+ more calculators!

< 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 Support where Support is Column Formula

LaTeX Go

Moment in Structures = (Vertical Load*Length of Span^2)/12
M_t = (W_load*I_n^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 M_t 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 (W_load) & Length of Span (I_n) 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 M_t = (W_load*I_n^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 (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

Home

FREE PDFs

🔍 Search