Category: Design of Steel Structures

A. 10% of wall area
B. 20% of wall area
C. 30% of wall area
D. 50% of wall area

A. 6t
B. 101
C. 121
D. 161
where t is thickness of thinner plate being connected

A. minimum weight
B. minimum depth
C. maximum weight
D. minimum thickness of web

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. lap joint
B. butt joint with single cover plate
C. butt joint with double cover plates
D. none of the above

A. always equal to factor of safety
B. always less than factor of safety
C. always greater than factor of safety
D. sometimes greater than factor of safety

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

A. deck type
B. through type
C. half through type
D. double deck type

A. transfer the load from the top flange to the bottom one
B. prevent buckling of web
C. decrease the effective depth of web
D. prevent excessive deflection

A. 16 mm
B. 20 mm
C. 24 mm
D. 27 mm