The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is________________?
A. 150
B. 180
C. 250
D. 350
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 butt weld is specified by__________________? Read More »
Design of Steel Structures A. two times the weld size
B. four times the weld size
C. six times the weld size
D. weld size
The effective length of a fillet weld should not be less than___________________? Read More »
Design of Steel Structures 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
Bolts are most suitable to carry_________________? Read More »
Design of Steel Structures A. 40%
B. 50%
C. 60%
D. 70%
A. stronger
B. weaker
C. equally strong
D. any of the above
As compared to field rivets, the shop rivets are________________? Read More »
Design of Steel Structures