Civil Engineering MCQs

A. Angle section
B. Channel section
C. Box type section
D. Any of the above

A. Horizontal shear due to wind or earthquake only
B. Horizontal, shear due to wind or earthquake + 2.5% of column loads
C. Column loads + 2.5% of horizontal shear due to wind or earthquake
D. Column loads + full horizontal shear due to wind or earthquake

A. 6t
B. 101
C. 121
D. 161

A. Deck type
B. Through type
C. Half through type
D. Double deck type

A. I) lateral braces
B. Ii) chord members
C. The correct answer is
D.

A. 2vi % of the top panel wind load to bottom bracing
B. 10% of the top panel wind load to bottom bracing
C. 25% of the top panel wind load to bottom bracing
D. 50% of the top panel wind load to bottom bracing

A. Sway bracing
B. Portal bracing
C. Top lateral bracing
D. Bottom lateral bracing

A. 0.5 d
B. 0.68 d
C. 0.88 d
D. D

A. Rectangular beams up to 300 mm depth
B. All rectangular beams
C. Solid circular beams only
D. All square cross-section beams

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