Design of Steel Structures

A. 150
B. 180
C. 250
D. 350

A. lesser of 200 mm and 12 t
B. lesser of 200 mm and 161
C. lesser of 300 mm and 32 t
D. lesser of 3 00 mm and 24 t
where t is thickness of thinnest outside plate or angle

A. 1.8 L
B. L
C. 1.1 L
D. 1.5 L

A. zero
B. 10
C. 100
D. infinity

A. effective throat thickness
B. plate thickness
C. size of weld
D. penetration thickness

A. two times the weld size
B. four times the weld size
C. six times the weld size
D. weld size

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

A. shear
B. bending
C. axial tension
D. shear and bending

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

A. stronger
B. weaker
C. equally strong
D. any of the above