# Moment Distribution Method of Structural Analysis

By Deepanshu Rastogi|Updated : August 3rd, 2022

The Moment Distribution Method is one of the two basic methods of structural analysis. The two methods of structural analysis are the displacement method/ equilibrium method and another one is the force method/ compatibility method. The moment distribution method is one of the displacement methods. The moment distribution method is used for statically indeterminate beams and frames.

The moment distribution method is one of the most widely practised methods. In this article, we will have a brief discussion on the displacement method and force method. We will discuss the moment distribution method in detail.

## What is the Moment Distribution Method?

The moment distribution method is practical for analysing statically indeterminate beams and rigid frames. Every joint of the structure to be analysed is fixed in the moment distribution method to create fixed-end moments. Then, each fixed joint is released one by one, and the fixed-end moments (which are not in equilibrium at the time of release) are transferred to nearby members until equilibrium is attained. Furthermore, the moment distribution approach may be proved mathematically as the process of iteratively solving a set of simultaneous equations. Let us discuss the displacement method and force method.

### Displacement Method

The displacement method is a method of structural analysis in which displacements are treated as unknowns. The number of unknowns in the displacement method is treated as equal to Kinematic Indeterminacy. Different displacement methods are Slope Deflection Method, Moment Distribution Method, and Kani's Stiffness Matrix Method.

### Force Method

The Force Method is a method of structural analysis in which redundant forces are treated as unknowns. The number of redundant forces is treated as equal to static indeterminacy. Flexibility matrix, consistent deformation, column analogy, and elastic centre are different force methods.

• The moment distribution method is a structural analysis method for statically indeterminate beams and frames developed by Hardy Cross.
• The method only accounts for flexural effects and ignores axial and shear effects.
• The moment distribution method falls into the displacement method of structural analysis.
• In the slope deflection method, the end moments are computed using the slopes and deflection at the ends. Contrarily in the moment distribution method, the slopes at the ends are made zero as a first step. This is done by fixing the joints.

In the moment distribution method, every joint of the structure to be analysed is fixed to develop the fixed-end moments. The moment distribution method in mathematical terms can be demonstrated as solving a set of simultaneous equations using iteration.

## Important Points of Moment Distribution Method

1. When the member is fixed at one end and a moment is applied at the other end, which is simply supported or hinged, the moment induced at the fixed end is one-half of the applied moment. The induced moment at the fixed end is in the same direction as the applied moment.
2. If a moment is applied in a stiff joint of a structure, the moment is resisted by various members in proportion to their respective stiffnesses (i.e., a moment of inertia divided by the length).
3. If the member's stiffness is more, it resists more bending moments and absorbs a greater proportion of the applied moment.
4. While distributing the moments in a rigid joint, if one end of the member is not restrained, then its stiffness should be multiplied by (3/4).
5. In a fixed beam, if the support settles/subsides/sinks by an amount Δ, the moment required to make the ends horizontal is 6EIΔ/l2.

## Structural Analysis Using Moment Distribution Method

Hardy Cross developed the moment distribution method. In the moment distribution method, displacements are treated as unknowns. The moment distribution method is also known as the equilibrium or displacement method. It is suitable for analyzing indeterminate structures like beams and rigid jointed frames.

In the moment distribution method, the acting axial forces and corresponding axial force deformations are neglected. The moment distribution method is applicable for both prismatic and non-prismatic members.

## Moment Distribution Method Formula

Various formulae and factors are used in the moment distribution method, which can help reach the results quickly. Check out the formulae of some important terms used in the analysis of the Moment Distribution Method.

### Stiffness

Rotational stiffness can be defined as the moment required to rotate through a unit angle (radian) without translating either end.

k = F/Δ or M/θ

Where,

• K = Stiffness
• F = Force required to produce deflection Δ
• M = Moment required to produce rotation θ.

### Stiffness Factor/ Rotational Stiffness

The Stiffness Factor is the moment required to produce a unit rotation.

Case 1: Far end is fixed

M= 4EI/L

Case 2: Far end is hinged

M= 3EI/L

Case 3: Far end is free

M= 0

Case 4: Far end is a guided roller

M= EI/L

### Carry Over Factor

Carry Over Factor is the ratio of the far-end moment and near-end moment. Carry Over Moment (COM) is also called a developed moment or induced moment. It is the moment developed at one end due to the moment at another end. COF = COM/Applied Moment

Carry Over Factors for different cases are:

Case 1: When a far end is fixed

COF = ½

Case 2: One end is hinged

COF = 0

Case 3: Cantilever Beam

COF = -1

Case 4: Far-end is guided by roller

COF = -1

### Distribution Factor Consider a frame with members OA, OB, OC and OD rigidly connected at O, as shown below. Let M be the applied moment at joint O in the clockwise direction. Let the joint rotate through an angle θ. The members OA, OB, OC and OD also rotate by the same angle θ Let kOA, kOB, kOC and kOD be the stiffness values of the members OA, OB, OC and OD, respectively; then- ### Relative Stiffness

(i) When the farther end is fixed

Relative stiffness for member = l/L

(ii) When the farther end is hinged

Relative stiffness for member = 3l/4L

## Sign Convention in Moment Distribution Method

Clockwise moments are considered positive and anticlockwise moments negative

• +ve → Sagging
• –ve → Hogging
• and All clockwise moment → +ve
• and All Anti clockwise moments → –ve
• The span length is l  ## Moment Distribution Method Example

Question 1. Find the stiffness factor or rotational stiffness at O.

Solution:

δ= 3EI/L+ 4EI/L+0+ EI/L

δ= 8EI/L

Question 2. Find the relative stiffness distribution factors of members.

Solution:

KAB=3EI/L

KAC=3EI

KAE=0

The distribution factor is the ratio in which the moment sharing capacity of various members meets at a rigid joint.

DF= K/∑K

(DF)AB= KAB/∑KA= 4/11

(DF)AC= KAC/∑KA= 3/11

(DF)AE= KAE/∑KA= 0

Distribution factor at a rigid joint = 1

For fixed support, distribution factor = 0

For hinged or roller beam, distribution factor = 1

Question 3. Find stiffness of various elements. Solution:

• Stiffness of OA = 4EI/L
• Stiffness of OB = 3EI/L
• Stiffness of OC = 3EI/L
• Stiffness of OD = 0

Question 4. Draw the bending moment diagram for the continuous beam ABCD loaded as shown below. The relative moment of inertia of each span of the beam is also shown in the figure. Solution:
Note that joint C is hinged, so stiffness factor BC gets modified. Assuming that the supports are locked, calculate fixed end moments. They are In the next step, calculate stiffness and distribution factors

KBA = 4EI/8

KBC = (3/4)(8EI/6)

KCB = 8EI/6 Now all the calculations are shown below Computation Important Topics for Gate Exam Admixtures Truss Bolted Connection Dynamic Programming Difference Between Struts and Columns Design of Beams Polymers Huffman Coding Mechanical Properties of Engineering Materials Moulding Sand Crystal Defects Kruskal Algorithm Free body diagram Internal forces Influence line diagram Deflection of Beams Internal and external forces Lami's theorem Losses of Prestress Principle of superposition of forces

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## FAQs on Moment Distribution Method

• Hardy Cross developed the Moment Distribution Method. It is a structural analysis method to analyze statically indeterminate structures like beams, and rigid jointed frames with internal hinges. The moment distribution method only accounts for flexural effects and not for axial & shear effects.

• The moment distribution method is not a force method; it is a displacement method in which the number of unknown displacements is treated equally to kinematic indeterminacy. In the moment distribution method, every joint of the structure to be analyzed is fixed to develop the fixed-end moments.

• The primary unknown obtained moment distribution method are forces in members of beams, rigid jointed frames etc. Compatibility equations are written for Carry Over Factor, Stiffness Factor and Distribution Factor.

• Carry over factor is the ratio of the far-end moment and near-end moment. It is also known as a developed moment or induced moment. The balancing moment is the same as the end moments initially and then gets carried over to another end. This ratio of a carried-over moment to the other end to the fixed end is called carry over factor.

• Stiffness Factor is the moment required to produce a unit rotation. Rotational stiffness is directly proportional to material and geometric stiffness. Beam stiffness is the moment required to produce unit rotation at the simply supported end of a beam, the other end being rigidly fixed.

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