**Calculation of slope and deflection by Macaulay's method**

**Problem 6-1**

**Use Macaulay's method to determine the values
of slope and deflection at 2m from the free end of the cantilever due to the imposed load
as shown in figure 6-1(a). The material of beam has modulus of
elasticity as 200 GPa. The beam cross-section is T-shaped with
flange width as 150 mm and flange thickness 10 mm, web height as 120 mm
and web thickness as 8 mm. **

**Figure 6-1(a)**

**Solution:**

Because a single equation of bending moment is not able to give values of bending moment at every point of span, We will use Macaulay's Method to find slope and deflection for the above cantilever. The equivalent loading diagram can be drawn as given in figure 6-1(b)

**
**

**Figure 6-1(b)**

The differential equation of elastic curve for this cantilever can be written as follows;

EI (d^{2}y/dx^{2})
= -2[x] - 4[x-1][x-1]/2 + 4[x-3][x-3]/2
Eq. 1

Integrating the above equation w.r.t. x yields;

EI (dy/dx) = -2[x^{2}/2] - 4[x-1]^{3}/6
+ 4[x-3]^{3}/6 + c1
Eq. 2

Apply the boundary condition of slope to find c1;

at x=4, dy/dx=0 because at the fixed support the slope is zero.

=> c1= 16 + 18 - 0.666= 33.33

Substituting the value of c1 into Eq. 2 we get the

** ** EI (dy/dx) = - 2[x^{2}/2]
- 4[x-1]^{3}/6
+ 4[x-3]^{3}/6 +33.33

Finally the equation of slope is written as

**EI (dy/dx) = - 2[x ^{2}/2]
- 4[x-1]^{3}/6
+ 4[x-3]^{3}/6 +33.33 **
Eq. 3

and integrating again Eq. 3, we get;

EI y = -2[x^{3}/6] - 4 [x-1]^{4}/24
+33.33x +4[x-3]^{4}/24 + c2
Eq.4

To get the value of c2 we apply the boundary condition for deflection; because the support at D is fixed and rigid (unyielding) Therefore at x=4, y=0.

Substituting these values
of x and y in Eq. 4 we get the value of c2= - 98.5 and the __equation for deflection__ can be written as

**EI y = -2[x**** ^{3}/6] - 4 [x-1]^{4}/24
+33.33x +4[x-3]^{4}/24 - 98.5**
.Eq. 5

Slope at 2m from free end; we put x=2 in Eq.3 (neglect the terms which become negative)

** dy/dx = (28.66)/EI**

Deflection at 2m from free end; put x=2 in Eq. 5 (neglect the terms which become negative)

** y = (-
34.66)/EI**

Use moment of inertia calculator for the value of Moment of inertia for T-beam section

I_{xx}
= 363.76 cm^{4}

EI= (200x10^{9}
N/m^{2})x(363.76
cm^{4} ) = 727.52 kN m^{2}

Substituting this value of EI in the expressions of slope and deflection we get;

**dy/dx = 28.66/727.52 = 0.0394 rad**

**
y = - 34.66/727.52 = - 0.047 m **(negative sign
indiactes that the deflection is downward)

You can also use our Slope deflection calculator for different combinations of load on cantilever.

Stress Transformation Calculator

Calculate Principal Stress, Maximum shear stress and the their planes

Calculator for Moving Load Analysis

To determine Absolute Max. B.M. due to moving loads.

Bending Moment Calculator

Calculate bending moment & shear force for simply supported beam

Moment of Inertia Calculator

Calculate moment of inertia of plane sections e.g. channel, angle, tee etc.

Reinforced Concrete Calculator

Calculate the strength of Reinforced concrete beam

Moment Distribution Calculator

Solving indeterminate beams

Deflection & Slope Calculator

Calculate deflection and slope of simply supported beam for many load cases

Fixed Beam Calculator

Calculation tool for beanding moment and shear force for Fixed Beam for many load cases

BM & SF Calculator for Cantilever

Calculate SF & BM for Cantilever

Deflection & Slope Calculator for Cantilever

For many load cases of Cantilever

Overhanging beam calculator

For SF & BM of many load cases of overhanging beam

Civil Engineering Quiz

Test your knowledge on different topics of Civil Engineering

Research Papers

Research Papers, Thesis and Dissertation

List of skyscrapers of the world

Containing Tall buildings worldwide

Forthcoming conferences

Containing List of civil engineering conferences, seminar and workshops

Profile of Civil Engineers

Get to know about distinguished Civil Engineers

Professional Societies

Worldwide Civil Engineers Professional Societies

Keep visiting for getting updated or Join our mailing list

PleaseTell your Friends about us if you find our website useful