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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

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



( 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

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



( 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

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



( 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

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



( 5 ) A simply supported beam having an internal hinge is a
 1) Structure
 2) Mechanism
 3) Elastic body
 4) None of these

Show Answer Report Discussion in forumAnswer : 2) Mechanism
Solution : A simply supported beam having an internal hinge is a mechanism
discussion
Answer : 2) Mechanism



( 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

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



( 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

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



( 8 ) The MullerBreslau 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

Show Answer Report Discussion in forumAnswer : 1) Drawing influence line diagram for any force function
Solution : The MullerBreslau 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



( 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

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



( 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

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
