## CE6306 SOM 2marks-16marks

Anna University Regulation 2013 Mech **CE6306 SOM 2marks 16marks** for all 5 units and **MECH 3rd SEM CE6306 STRENGTH OF MATERIALS Short answers, Question Bank** are listed down for students to make perfect utilization and score maximum marks with our study materials.

**CE6306 STRENGTH OF MATERIALS QUESTION BANK**

**UNIT IV DEFLECTION OF BEAMS **

**PART-A (2 Marks)**

- State the condition for the use of Macaulay’s method.
- What is the maximum deflection in a simply supported beam subjected to uniformly distributed load over the entire span?
- What is crippling load? Give the effective length of columns when both ends hinged and when both ends fixed.
- Find the critical load of an Euler’s column having 4 m length, 50 mm x 100 mm cross section and hinged at both the ends E = 200 kn/mm2.
- Calculate the maximum deflection of a simply supported beam carrying a point load of 100 KN at mid span. Span = 6 m, E= 20000 kn/m2.

- A cantilever is subjected to a point load W at the free end. What is the slope and deflection at the free end?
- What are the methods for finding out the slope and deflection at a section?
- Why moment area method is more useful, when compared with double integration?
- Explain the Theorem for conjugate beam method?
- What are the points to be worth for conjugate beam method?
- What are the different modes of failures of a column?
- Write down the Rankine formula for columns.
- What is effective or equivalent length of column?
- Define Slenderness Ratio.
- Define the terms column and strut.
- What are the advantages of Macaulay method over the double integration method, for finding the slope and deflections of beams?
- State the limitations of Euler’s formula 3
- A cantilever beam of spring 4 m is carrying a point load of 2×10 Nat its free end. Calculate the slope at the free end. Assume EI = 2X105N/mm2

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CE6306 2marks, SOM Unit wise short answers – MECH 3rd Semester