Related InterviewSolutions

• Flexural torsional buckling cannot occur in ________(a) unsymmetrical members(b) cross section with one axis of symmetry(c) cross section with no axis of symmetry(d) doubly symmetric membersThis question was posed to me in an online quiz.The above asked question is from Behaviour and Ultimate Strength of Plates and Possible Failure Modes topic in section Plastic and Local Buckling Behaviour of Steel of Design of Steel Structures
• Which of the following is not a solution for torsional buckling?(a) increasing length of members subjected to torsion(b) by careful arrangement of members(c) by providing bracing to prevent lateral movement and twisting(d) box section fabricated by adding welding side plates to ISHB sectionsThe question was asked in an interview for job.The doubt is from Behaviour and Ultimate Strength of Plates and Possible Failure Modes topic in division Plastic and Local Buckling Behaviour of Steel of Design of Steel Structures
• Which of the following is true about torsional buckling?(a) failure occurs by bending about shear centre in longitudinal axis(b) failure occurs when torsional rigidity of member is greater than bending rigidity(c) standard hot rolled shapes are not susceptible to torsional buckling(d) it cannot occur with doubly symmetric cross sectionThe question was posed to me in class test.The origin of the question is Behaviour and Ultimate Strength of Plates and Possible Failure Modes topic in section Plastic and Local Buckling Behaviour of Steel of Design of Steel Structures
• What is overall flexural buckling?(a) failure occurs by excessive deflection in plane of weaker principal axis(b) failure occurs by excessive deflection in plane of stronger principal axis(c) failure occurs by twisting of member(d) failure caused by seismic loadThe question was posed to me by my school teacher while I was bunking the class.This interesting question is from Behaviour and Ultimate Strength of Plates and Possible Failure Modes topic in chapter Plastic and Local Buckling Behaviour of Steel of Design of Steel Structures
• Which of the following is true about local buckling?(a) failure occurs by twisting of one or more individual elements of member(b) failure occurs by buckling of one or more individual elements of member(c) failure occurs by both buckling and twisting of one or more individual elements of member(d) cannot be prevented by selecting suitable width-to-thickness ratio of elementsI had been asked this question in my homework.I'd like to ask this question from Behaviour and Ultimate Strength of Plates and Possible Failure Modes topic in portion Plastic and Local Buckling Behaviour of Steel of Design of Steel Structures
• The effective width of cold-formed steel sections is given by(a) be/b = (fcr/fy)[1-0.22√(fcr/fy)].(b) be/b = (fcr/fy)[1+0.22√(fcr/fy)].(c) be/b = (fy/fcr)[1-0.22√(fcr/fy)].(d) be/b = (fcr/fy)[1+0.22√(fy/fcr)].This question was posed to me in an interview for job.I want to ask this question from Behaviour and Ultimate Strength of Plates and Possible Failure Modes in section Plastic and Local Buckling Behaviour of Steel of Design of Steel Structures
• The effective width of hot-rolled and welded plates is given by(a) be/b = α √(fy/fcr)(b) be/b = α √(fcr x fy)(c) be/b = α √(fcr +fy)(d) be/b = α √(fcr/fy)I had been asked this question in class test.Query is from Behaviour and Ultimate Strength of Plates and Possible Failure Modes topic in chapter Plastic and Local Buckling Behaviour of Steel of Design of Steel Structures
• What is apparent modulus of elasticity?(a) ratio of average strain carried by plate to average stress(b) ratio of average stress carried by plate to average strain(c) product of average strain carried by plate to average stress(d) product of average stress carried by plate to average strainThis question was posed to me in an interview for internship.I want to ask this question from Behaviour and Ultimate Strength of Plates and Possible Failure Modes topic in portion Plastic and Local Buckling Behaviour of Steel of Design of Steel Structures
• Which of the following statement is true?(a) plate cannot carry loads higher than elastic critical load(b) plate cannot carry loads lesser than elastic critical load(c) secondary path for a plate is unstable(d) secondary path for a plate is stableI had been asked this question during an online interview.The query is from Behaviour and Ultimate Strength of Plates and Possible Failure Modes topic in chapter Plastic and Local Buckling Behaviour of Steel of Design of Steel Structures
• Which of the following is true about secondary path?(a) lateral displacement increases indefinitely at constant load(b) lateral displacement decreases indefinitely at constant load(c) lateral displacement remains same at constant load(d) lateral displacement increases indefinitely and decreases at constant loadThis question was addressed to me by my college professor while I was bunking the class.The doubt is from Behaviour and Ultimate Strength of Plates and Possible Failure Modes topic in chapter Plastic and Local Buckling Behaviour of Steel of Design of Steel Structures