- (A) 1.5
- (B) 1.7
- (C) 2.0
- (D) 2.34
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- (A) 4.5 mm
- (B) 6 mm
- (C) 8 mm
- (D) 10 mm
- (A) are used to reduce the length of connection.
- (B) are unequal angles.
- (C) increases shear lag.
- (D) all the above
- (A) 75 t2/h
- (B) 125 t3/h2
- (C) 125 t2/h
- (D) 175 t2/h
- (A) reduced by 25 %
- (B) reduced by 33.3%
- (C) increased by 25 %
- (D) increased by 33.3 %
- (A) shear in rivets
- (B) compression in rivets
- (C) tension in rivets
- (D) strength of rivets in bearing
- (A) 500 mm
- (B) 600 mm
- (C) 1000 mm
- (D) 300 mm
- (A) decrease in h/t ratio
- (B) increase in h/t ratio
- (C) decrease in thickness
- (D) increase in height where ‘h’ is height and t is thickness
- (A) bottom chord area
- (B) top chord area
- (C) effective span of bridge
- (D) heaviest axle load of engine
- (A) stringer beam
- (B) lintel beam
- (C) spandrel beam
- (D) header beam
