Related InterviewSolutions

• The compressive strength for ISMB 400 used as a column for length 5m with both ends hinged is(a) 275 kN(b) 375.4 kN(c) 453 kN(d) 382 kNThis question was posed to me by my college professor while I was bunking the class.I want to ask this question from Design of Compression Members topic in section Design of Compression Members of Design of Steel Structures
• The value of design compressive strength is limited to(a) fy + γm0(b) fy(c) fyγm0(d) fy / γm0This question was posed to me during an online exam.I would like to ask this question from Design of Compression Members in portion Design of Compression Members of Design of Steel Structures
• What is the value of non dimensional slenderness ratio λ in the equation of design compressive strength?(a) (fy /fcc)(b) √(fy fcc)(c) √(fy /fcc)(d) (fy fcc)I had been asked this question during an internship interview.This key question is from Design of Compression Members topic in division Design of Compression Members of Design of Steel Structures
• The design compressive strength in terms of stress reduction factor is given by(a) Xfy(b) Xfy / γm0(c) X /fy γm0(d) Xfy γm0This question was posed to me by my college director while I was bunking the class.My question is from Design of Compression Members in portion Design of Compression Members of Design of Steel Structures
• Euler buckling stress fcc is given by(a) (π^2E)/(KL/r)^2(b) (π^2E KL/r)^2(c) (π^2E)/(KL/r)(d) (π^2E)/(KLr)^2I got this question during an interview.The origin of the question is Design of Compression Members in chapter Design of Compression Members of Design of Steel Structures
• The value of φ in the equation of design compressive strength is given by(a) φ = 0.5[1-α(λ-0.2)+λ^2].(b) φ = 0.5[1-α(λ-0.2)-+λ^2].(c) φ = 0.5[1+α(λ+0.2)-λ^2].(d) φ = 0.5[1+α(λ-0.2)+λ^2].This question was posed to me in a job interview.My question is based upon Design of Compression Members in chapter Design of Compression Members of Design of Steel Structures
• If imperfection factor α = 0.49, then what is the buckling class?(a) a(b) c(c) b(d) gThis question was addressed to me in an online quiz.My doubt is from Design of Compression Members topic in chapter Design of Compression Members of Design of Steel Structures
• The design compressive stress, fcd of column is given by(a) [fy / γm0]/ [φ – (φ^2-λ^2)^2].(b) [fy / γm0] / [φ + (φ^2-λ^2)].(c) [fy / γm0]/[φ – (φ^2-λ^2)^0.5].(d) [fy / γm0] / [φ + (φ^2-λ^2)^0.5].This question was addressed to me by my school principal while I was bunking the class.This intriguing question comes from Design of Compression Members topic in chapter Design of Compression Members of Design of Steel Structures
• The design compressive strength of member is given by(a) Aefcd(b) Ae /fcd(c) fcd(d) 0.5AefcdThis question was addressed to me by my college professor while I was bunking the class.This interesting question is from Design of Compression Members in division Design of Compression Members of Design of Steel Structures
• The outstand element of compression flange of a rolled section is 10.2 (ε=1). The flange will be classified as(a) compact(b) plastic(c) semi-compact(d) slenderThis question was posed to me in examination.My question comes from Design of Compression Members in division Design of Compression Members of Design of Steel Structures