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• When plastic analysis is used, the yield stress of grade of steel used shall not exceed _____(a) 250 MPa(b) 500 MPa(c) 450 MPa(d) 800 MPaThe question was posed to me by my school teacher while I was bunking the class.The origin of the question is Methods and Assumptions of Analysis topic in portion Structural Analysis, Loading and Load Combinations of Design of Steel Structures
• First order analysis yields bending moment equal to those for a _____(a) cantilever beam(b) continuous beam(c) fixed beam(d) simply supported beamThe question was asked during an interview.My question comes from Methods and Assumptions of Analysis in division Structural Analysis, Loading and Load Combinations of Design of Steel Structures
• Which of the following is not an assumption of first order elastic analysis of rigid jointed frame?(a) materials behave linearly(b) yielding effects can be ignored(c) member instability effects cannot be ignored(d) frame instability effects can be ignoredThis question was addressed to me in a job interview.Question is taken from Methods and Assumptions of Analysis topic in section Structural Analysis, Loading and Load Combinations of Design of Steel Structures
• Basic objective of second order elastic analysis is :(a) to calculate external force equilibrium in deformed geometry of structure(b) to calculate internal force equilibrium in deformed geometry of structure(c) to calculate external force equilibrium in undeformed geometry of structure(d) to calculate internal force equilibrium in undeformed geometry of structureThis question was posed to me in semester exam.I'm obligated to ask this question of Methods and Assumptions of Analysis in chapter Structural Analysis, Loading and Load Combinations of Design of Steel Structures
• In simple construction, connection between members at their junction will __________(a) resist moment(b) resist force(c) not resist force(d) not resist momentThe question was posed to me during an online interview.This interesting question is from Methods and Assumptions of Analysis topic in portion Structural Analysis, Loading and Load Combinations of Design of Steel Structures
• In first order elastic analysis, equilibrium is expressed in terms of ___________(a) geometry of deformed structure(b) geometry of undeformed structure(c) geometry of both deformed and undeformed structure(d) geometry of any structureThis question was addressed to me in exam.Question is taken from Methods and Assumptions of Analysis in portion Structural Analysis, Loading and Load Combinations of Design of Steel Structures
• Which of the following is true about rigid construction?(a) connections between members at their junction does not have sufficient rigidity(b) connections between members at their junction have sufficient rigidity(c) members are not connected(d) connection between members at junction will not resist any momentThis question was posed to me during an interview for a job.Origin of the question is Methods and Assumptions of Analysis topic in section Structural Analysis, Loading and Load Combinations of Design of Steel Structures
• What is sway frame?(a) longitudinal displacement of one end of member relative to other end is not effectively prevented(b) transverse displacement of one end of member relative to other end is effectively prevented(c) longitudinal displacement of one end of member relative to other end is effectively prevented(d) transverse displacement of one end of member relative to other end is not effectively preventedThis question was addressed to me during an online exam.My query is from Methods and Assumptions of Analysis topic in section Structural Analysis, Loading and Load Combinations of Design of Steel Structures
• What percent of factored load is notional horizontal force?(a) 0.5%(b) 1%(c) 10%(d) 20%I had been asked this question in quiz.I would like to ask this question from Methods and Assumptions of Analysis topic in section Structural Analysis, Loading and Load Combinations of Design of Steel Structures
• What is non-sway frame?(a) transverse displacement of one end of member relative to other end is not effectively prevented(b) longitudinal displacement of one end of member relative to other end is not effectively prevented(c) transverse displacement of one end of member relative to other end is effectively prevented(d) longitudinal displacement of one end of member relative to other end is effectively preventedI got this question in an online quiz.Question is taken from Methods and Assumptions of Analysis topic in chapter Structural Analysis, Loading and Load Combinations of Design of Steel Structures