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( 1 ) At the location of plastic hinge
- 1) Radius of curvature is infinite
- 2) Curvature is infinite
- 3) Moment is infinite
- 4) Flexual stress is infinite
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Show Answer Report Discussion in forumAnswer : 2) Curvature is infinite
Solution : At the location of plastic hinge Curvature is infinite
discussion
Answer : 2) Curvature is infinite
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( 2 ) For the plastic analysis, the criteria for the analysis of a structure is based on
- 1) working load
- 2) yield load
- 3) ultimate load
- 4) breaking load
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Show Answer Report Discussion in forumAnswer : 3) ultimate load
Solution : For the plastic analysis, the criteria for the analysis of a structure is based on ultimate load
discussion
Answer : 3) ultimate load
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( 3 ) The slope deflection equations give the relationship between
- 1) Slop and deflection only
- 2) B.M and rotation only
- 3) B.M. and vertical deflection only
- 4) B.M. rotation and deflections
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Show Answer Report Discussion in forumAnswer : 4) B.M. rotation and deflections
Solution : The slope deflection equations give the relationship between B.M. rotation and deflections
discussion
Answer : 4) B.M. rotation and deflections
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( 4 ) In the case of a trussed beam the strain energy stored is due to
- 1) Bending only
- 2) Direct force only
- 3) both bending and direct force
- 4) None of these
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Show Answer Report Discussion in forumAnswer : 3) both bending and direct force
Solution : In the case of a trussed beam the strain energy stored is due to both bending and direct force
discussion
Answer : 3) both bending and direct force
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( 5 ) A simply supported beam having an internal hinge is a
- 1) Structure
- 2) Mechanism
- 3) Elastic body
- 4) None of these
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Show Answer Report Discussion in forumAnswer : 2) Mechanism
Solution : A simply supported beam having an internal hinge is a mechanism
discussion
Answer : 2) Mechanism
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( 6 ) For a linear elastic frame, if stiffness matrix is doubled with respect to the existing stiffness matrix, the deflection of the resulting frame will be
- 1) twice the existing value
- 2) half the existing value
- 3) the same as existing value
- 4) indeterminate value
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Show Answer Report Discussion in forumAnswer : 2) half the existing value
Solution : For a linear elastic frame, if stiffness matrix is doubled with respect to the existing stiffness matrix, the deflection of the resulting frame will be half the existing value.
discussion
Answer : 2) half the existing value
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( 7 ) What is the shape of influence line diagram for the maximum bending moment in respect of a simply supported beam?
- 1) Rectangular
- 2) Triangular
- 3) Parabolic
- 4) Circular
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Show Answer Report Discussion in forumAnswer : 3) Parabolic
Solution : The shape of influence line diagram for the maximum bending moment in respect of a simply supported beam is Parabolic.
discussion
Answer : 3) Parabolic
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( 8 ) The Muller-Breslau principle in structural analysis is used for
- 1) Drawing influence line diagram for any force function
- 2) Superimposition of load effects
- 3) Writing virtual work equation
- 4) None of these
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Show Answer Report Discussion in forumAnswer : 1) Drawing influence line diagram for any force function
Solution : The Muller-Breslau principle in structural analysis is used for drawing influence line diagram for any force function
discussion
Answer : 1) Drawing influence line diagram for any force function
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( 9 ) In slope deflection method the displacements considered are due to
- 1) Shear force
- 2) Bending moment
- 3) Axial force and bending moment
- 4) Shear force and bending moment
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Show Answer Report Discussion in forumAnswer : 2) Bending moment
Solution : In slope deflection method the displacements considered are due to Bending moment.
discussion
Answer : 2) Bending moment
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( 10 ) For a single section used as a tension member, the given area is assumed
- 1) 20% to 30% in excess of the net area
- 2) 30% to 40% in excess of the net area
- 3) 40% to 50% in excess of the net area
- 4) 50% to 60% in excess of the net area
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Show Answer Report Discussion in forumAnswer : 3) 40% to 50% in excess of the net area
Solution : For a single section used as a tension member, the given area is assumed 40% to 50% in excess of the net area
discussion
Answer : 3) 40% to 50% in excess of the net area
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