GITAM University Exam Paper 2015
[EURCE-302A]
B.Tech. Degree Examination
Civil Engineering
III SEMESTER
Question Paper Title: MECHANICS OF SOLIDS
(Effective from the admitted batch 2012–13)
Time: 3 Hours Max.Marks: 60
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Instructions: Each Unit carries 12 marks.
Answer all units choosing one question from each unit.
All parts of the unit must be answered in one place only.
Figures in the right hand margin indicate marks allotted.
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UNIT-I
1. a) Derive the constitutive relations between the stress and strain 6
b) A metallic bar 300 x 100 x 40mm is subjected to a force of 5KN, 6KN and 7KN along X,Y and Z directions respectively. Determine the change in volume of the block take E=2x105N/mm^2 and poisons ratio 0.25 6
OR
2. Derive the expression for analysis of uniformly tapering circular rod subjected to an axial load p 12
UNIT-II
3. a) A rectangular beam 300mm deep is simply supported over a span of 4m. Determine the uniformly distributed load per meter which the beam may carry if t he bending stress should not exceed 120 N/mm2 take I = 8x106 mm^4
b) A cantilever 2m long is loaded with a uniformly distributed load of 2kN/m run over a length of 1m from the free end. It also carries a point load of 4KN at a distance of 0.5m from the free end. Draw the S.F. and B.M. diagrams 6
Attachments:
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[EURCE-302A]
B.Tech. Degree Examination
Civil Engineering
III SEMESTER
Question Paper Title: MECHANICS OF SOLIDS
(Effective from the admitted batch 2012–13)
Time: 3 Hours Max.Marks: 60
----------------------------------------------------------------------------------------------------
Instructions: Each Unit carries 12 marks.
Answer all units choosing one question from each unit.
All parts of the unit must be answered in one place only.
Figures in the right hand margin indicate marks allotted.
---------------------------------------------------------------------------------------------------
UNIT-I
1. a) Derive the constitutive relations between the stress and strain 6
b) A metallic bar 300 x 100 x 40mm is subjected to a force of 5KN, 6KN and 7KN along X,Y and Z directions respectively. Determine the change in volume of the block take E=2x105N/mm^2 and poisons ratio 0.25 6
OR
2. Derive the expression for analysis of uniformly tapering circular rod subjected to an axial load p 12
UNIT-II
3. a) A rectangular beam 300mm deep is simply supported over a span of 4m. Determine the uniformly distributed load per meter which the beam may carry if t he bending stress should not exceed 120 N/mm2 take I = 8x106 mm^4
b) A cantilever 2m long is loaded with a uniformly distributed load of 2kN/m run over a length of 1m from the free end. It also carries a point load of 4KN at a distance of 0.5m from the free end. Draw the S.F. and B.M. diagrams 6
Attachments:
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