Related InterviewSolutions

• The partial factor of safety for resistance governed by ultimate strength is :(a) 1.10(b) 1.5(c) 2.0(d) 1.25The question was asked in an online quiz.The doubt is from Limit State Method in section Basics of Structural Design of Design of Steel Structures
• The partial factor of safety for resistance governed by yielding is :(a) 1.10(b) 1.5(c) 2.0(d) 1.25I got this question by my school principal while I was bunking the class.I would like to ask this question from Limit State Method in section Basics of Structural Design of Design of Steel Structures
• Which of the following criteria is to be satisfied in selection of member in limit state method?(a) Factored Load > Factored Strength(b) Factored Load ≤ Factored Strength(c) Factored Load ≥ Factored Strength(d) Sometimes Factored Load < Factored Strength (or) Factored Load > Factored StrengthThe question was posed to me during an interview.Origin of the question is Limit State Method topic in section Basics of Structural Design of Design of Steel Structures
• Which of the following relation is correct?(a) Design Strength = Ultimate strength + Partial factor of safety(b) Design Strength = Ultimate strength – Partial factor of safety(c) Design Strength = Ultimate strength /Partial factor of safety(d) Design Strength = Ultimate strength x Partial factor of safetyI got this question in exam.This intriguing question comes from Limit State Method in chapter Basics of Structural Design of Design of Steel Structures
• Which of the following relation is correct?(a) Design Load = Characteristic Load(b) Design Load = Characteristic Load + Partial factor of safety(c) Design Load = Characteristic Load / Partial factor of safety(d) Design Load = Characteristic Load x Partial factor of safetyI have been asked this question during a job interview.Origin of the question is Limit State Method in portion Basics of Structural Design of Design of Steel Structures
• What is variable action according to classification of actions by IS code?(a) due to self weight(b) due to accidents(c) due to construction and service stage loads(d) due to earthquake loadsThe question was asked in examination.Question is from Limit State Method in section Basics of Structural Design of Design of Steel Structures
• What is permanent action according to classification of actions by IS code?(a) due to self weight(b) due to construction and service stage loads(c) due to accidents(d) due to earthquake loadsI have been asked this question in class test.This intriguing question originated from Limit State Method in division Basics of Structural Design of Design of Steel Structures
• Which of the following factors is included in the limit state of serviceability?(a) Brittle facture(b) Fracture due to fatigue(c) Failure by excessive deformation(d) Deformation and deflection adversely affecting appearance or effective use of structureThe question was asked at a job interview.Enquiry is from Limit State Method in chapter Basics of Structural Design of Design of Steel Structures
• Which of the following factors is included in the limit state of strength?(a) Fire(b) Failure by excessive deformation(c) Corrosion(d) Repairable damage or crack due to fatigueI got this question during an internship interview.I want to ask this question from Limit State Method in section Basics of Structural Design of Design of Steel Structures
• Which of the following format is used in limit state method?(a) Single safety factor(b) Multiple safety factor(c) Load factor(d) Wind factorI had been asked this question in an interview for internship.Query is from Limit State Method topic in portion Basics of Structural Design of Design of Steel Structures