Cochin University, B. Tech in Civil Engineering, 3rd Sem., Strength Of Materials Exam

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IV. (b) A T-section is subjected to a bending moment and a shear
force of magnitude 50kNm and 75 kN respectively. Given
flange size = 120mm x 12mm, web thickness = 15mm,
overall depth of web = 130mm. Draw the bending stress
and shear stress distributions across the depth.
V. (a) Explain the method of successive integration
(b) A beam of 6m span is freely supported and carries a point
load at centre. Calculate the deflection at quarter span.
Use Macaulay's method.
VI. (aj Explain moment area theorems.
(h) A cantilever 2 metre long carries a point load of 20 kh'
at the free end and 30 kh' at the middle. Using
conjugate beam method, find the slope and deflection
at the free end.




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