EIy \(=-\frac{5}{6} x^3+30 * x+\frac{5}{2}(x-6)^3\) is the equation of deflection obtained by using Macaulay's method for the beam shown in the following figure. Find the slope at A. Given EI = 10 × 1013 Nmm2.

Where x = horizontal distance measured from support A

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  1. 0.00015 radians
  2. 0.003 radians
  3. 0.0015 radians
  4. 0.0003 radians

Answer (Detailed Solution Below)

Option 4 : 0.0003 radians
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NOTE: The equation given in the question is not correct, so the correct equation as per the correct option will be 

EIy  \(=-\frac{5}{6} x^3+30 * x+\frac{5}{2}(x-6)^3\)

Concept: Use of Discontinuity function: Macaulay’s Method

It is a method in which a single equation is formed for all loads on the beam and the equation is constructed in such a way that the integral constants apply to all the sections of the beam.

F1 31-07-2019 N.M N.J D 1

Single Moment Equation valid for all values of x (all the sections of the beam) would be:

\(M = EI × \frac{{\left( {{d^2}y} \right)}}{{d{x^2}}} = \left. {{R_A} × \frac{x}{1}\;} \right|_0^a - \left. {W × \frac{{\left( {x - a} \right)}}{1}\;} \right|_0^b - \left. {w × \frac{{{{\left( {x - b} \right)}^2}}}{2}\;} \right|_0^L\)

The oblique sign indicates that the remaining terms may be or may not be valid depending upon the range of 

To determine the deflection by this method, the differential equation of flexure is integrated twice.

\({\rm{M}} = {\rm{EI}}\frac{{{{\rm{d}}^2}{\rm{y}}}}{{{\rm{d}}{{\rm{x}}^2}}}{\rm{\;}}\)

\(\frac{{{\rm{dy}}}}{{{\rm{dx}}}} = \smallint \frac{{\rm{M}}}{{{\rm{EI}}}}\)

\(\therefore {\rm{y}} = \smallint \left( {\smallint \frac{{\rm{M}}}{{{\rm{EI}}}} + {\rm{C}}} \right)\)

where M = Moment produced at the section, E = Modulus of elasticity of cross-sectional material’s

\({\rm{θ }} = \frac{{{\rm{dy}}}}{{{\rm{dx}}}}\) = Slope and y = Deflection.

Calculation:

EIy  \(=-\frac{5}{6} x^3+30 * x+\frac{5}{2}(x-6)^3\)

Differentiating the given equation we get

\({d(EIy)\over dx} = =-\frac{5}{6} x^3+30 * x+\frac{5}{2}(x-6)^3 \ \\\ EI (dy/dx) ={ -\frac{5}{2} x^2+30 +\frac{15}{2}(x-6)^2} \)

Slope over the support A, we have to put x = 0 in the above equation and ignore the terms which comes negative after putting the value of x, like in this case (x - 6) comes negative (-6) after putting the value of x, so we have to ignore this term and solve the remaining terms

EI θA = -5/2 × 0 + 30 

θA = 3 × 103 / EI = \({ 3 × 10^3 \over{ 10 × 10^{13}}} = {0.0003 \ radians}\) 

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