Design Of Steel Structures MCQ Questions & Answers | Civil Engineering

A. $$\frac{1}{{12}}$$ of strain at the initiation of strain hardening and about $$\frac{1}{{120}}$$  of maximum strain

B. $$\frac{1}{2}$$ of strain at the initiation of strain hardening and about $$\frac{1}{{12}}$$ of maximum strain

C. $$\frac{1}{{12}}$$ of strain at the initiation of strain hardening and $$\frac{1}{{200}}$$  of maximum strain

D. $$\frac{1}{{24}}$$ of strain at the initiation of strain hardening and about $$\frac{1}{{200}}$$  of maximum strain

A. Fully by direct bearing

B. Fully through fastenings

C. 50% by direct bearing and 50% through fastenings

D. 75% by direct bearing and 25% through fastenings

A. Vertical intermediate stiffener

B. Horizontal stiffener at neutral axis

C. Bearing stiffener

D. None of the above

A. 1 : 1

B. $$1:\sqrt 2 $$

C. $$\sqrt 2 :1$$

D. 2 : 1

A. 0.65 kN/m²

B. 0.75 kN/m²

C. 1.35 kN/m²

D. 1.50 kN/m²

A. Displacement

B. Load

C. Slope

D. Moment

A. Only on the ultimate stress of the material

B. Only on the yield stress of the material

C. Only on the geometry of the section

D. Both on the yield stress and ultimate stress of material

A. 16 mm

B. 20 mm

C. 24 mm

D. 27 mm

A. Shear buckling of web plate

B. Compression buckling of web plate

C. Yielding

D. All of the above

A. 1000 litre

B. 1650 litre

C. 1950 litre

D. 2450 litre