Category: Design of Steel Structures

A. weight of tank
B. wind pressure
C. water pressure
D. earthquake forces

A. equilibrium condition
B. yield condition
C. plastic moment condition
D. mechanism condition

A. tension failure of the plate
B. shear failure of the rivet
C. shear failure of the plate
D. crushing failure of the rivet

A. linear
B. parabolic
C. constant moment for all curvatures
D. constant curvature for all moments

A. 1.5
B. 1.7
C. 2.0
D. 2.34

A. 40%
B. 50%
C. 60%
D. 70%

A. ± 0.2
B. ±0.5
C. ± 0.7
D. 0

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. 10 m
B. 20 m
C. 25 m
D. 50 m

A. black bolt
B. ordinary unfinished bolt
C. turned and fitted bolt
D. high strength bolt