A. heaviest axle load of engine

B. top chord area

D. effective span of bridge

A. 5%

C. 15%

D. 20%

A. solid circular beams only

B. all rectangular beams

C. all square cross-section beams

B. 2L/5 to 3L/5 where L is span

C. L/3 to L/2

D. L/4to2L/5

A. ) Dead Load + imposed load 1.7

B. i) Dead load + load due to wind or 1.3 seismic forces

C. ) Dead load + imposed load + load 1.7</strong>

A. any of the above

B. angle section

C. channel section

B. shear force in rafter

C. axial force in rafter

D. deflection of rafter

A. 10 mm

B. 5 mm

C. 8 mm

A. stringer beam

B. header beam

D. lintel beam

A. is at the maximum distance from CG of the rivet group

B. gives the maximum angle between the two forces Fa and Fm

D. is at the minimum distance from CG of the rivet group

B. 10

C. infinity

D. 100

A. double deck type

B. through type

D. deck type

B. ISLB

C. ISWB

D. ISMB

A. 1.5 L

C. L

D. 1.8 L

A. 1.0 mm

B. 2.5 mm

C. 2.0 mm

A. longitudinal loads and vertical loads

B. lateral and longitudinal loads

C. lateral loads

A. 1:01

B. 1 : V2

C. 2:01

A. 350

C. 150

D. 180

B. size of weld

C. plate thickness

D. penetration thickness

A. 810 mm

B. 650 mm

D. 1250 mm

A. degree of permeability of roof

C. both (A) and (B)

D. none of the above

A. minimum thickness of web

B. minimum depth

C. maximum weight

A. None of these

C. At the freezing point

D. Just above the freezing point

B. 10 mm

C. 6 mm

D. 4.5 mm

A. providing suitable stiffeners

C. none of the above

D. increasing the web thickness

A. 1.414

B. 1.67

C. 1.81

B. 0.5 p

C. 0.7p

D. re p is basic wind pressure

E. zero

A. shear buckling of web plate

B. yielding

D. all of the above

A. 1

C. 0.5

D. 0

B. bending and shear

C. bearing and shear

D. bearing and bending

B. all the above

C. increases shear lag.

D. are unequal angles.

A. space between the two main components is not very large

B. ) column is eccentrically loaded </strong>

C. correct answer is

A. 75 t2/h

B. 175 t2/h

D. 125 t3/h2

A. bending moment due to 2.5% of the column load

C. 2.5% of the column load

D. both (A) and (B)

A. 2d/3

C. d/2

D. d/4

A. 0.75 kN/m2

B. 1.35 kN/m2

D. 1.50 kN/m2

A. 7 zones

B. 5 zones

C. 4 zones

A. 6t

B. 8t

D. 3t

E. re t = thickness of the batten plate

A. 2501

B. 200 t

C. 501

A. load

C. slope

D. moment

B. 1.23 m above the rail level

C. 2.13 m above the rail level

D. 1.50 m above the rail level

A. 3

C. 4

D. 1

A. always equal to factor of safety

B. always less than factor of safety

D. sometimes greater than factor of safety

B. 1.33 d

C. 1.75 d

D. 1.25 d

B. shear and axial forces

C. axial forces

D. axial and bending forces

A. linear

B. parabolic

D. constant curvature for all moments

A. 50 m

B. 25 m

D. 20 m

A. 1.5

B. 1.7

D. 2

A. earthquake forces

B. wind pressure

C. weight of tank

B. reduced by 25 %

C. increased by 33.3 %

D. increased by 25 %