Design of Steel Structures MCQs

A. 26’/2°

B. 30°

C. 35°

D. 40°

A. 180

B. 200

C. 250

D. 350

A. 0.67 L

B. 0.8 L

C. L

D. 1.5 L

A. L/3 to L/5

B. L/4to2L/5

C. L/3 to L/2

D. 2L/5 to 3L/5 where L is span

A. bending moment due to 2.5% of the column load

B. shear force due to 2.5% of the column load

C. 2.5% of the column load

D. both (A) and (B)

A. minimum weight

B. minimum depth

C. maximum weight

D. minimum thickness of web

A. lower and upper bounds respectively on the strength of structure

B. upper and lower bounds respectively on the strength of structure

C. lower bound on the strength of structure

D. upper bound on the strength of structure

A. 0.55 Awfy

B. 0.65 Awfy

C. 0.75 Awfy

D. 0.85 Awfy

A. 1.0 mm

B. 1.5 mm

C. 2.0 mm

D. 2.5 mm

A. lacing

B. battening

C. tie plates

D. perforated cover plates