Identify the front view of the given isometric view.

Identify the top view of the given isometric view.

Identify the side view of the given isometric view.

Identify the front view from the isometric view for the given pyramid.

Identify the front view of the given pyramid.

Identify the side view from the isometric view for the given figure.

 Match the following beams with their bending moment diagrams:

Match the corresponding bending moment diagram.

A circular column section is generally not used in actual practice because

1. A. It is uneconomical

2. B. It cannot carry the load safely

3. C. It is difficult to connect beams to the round sections

D. All of the above

The percentage of side face reinforcements provided for a beam when the depth of web is more than 750 mm is

a. 0.1 %

b. 1%

c. 0.05%

d. 0.15%

The diameter of main reinforcement in column should not be less than

A. 25 mm

B. 16 mm

C. 12 mm

D. 10 mm

The minimum cover to reinforcement in column should not be less than

A. 25 mm

B. 30 mm

C. 40 mm

D. 50 mm

Euler's formula holds good only for

A. short columns

B. long columns

C. both short and long columns

D. weak columns

The maximum deflection of a cantilever due to pure bending moment M at its free end is

(A) ML²/3EI
(B) ML²/4EI
(C) ML²/6EI
(D) ML²/2EI

The equivalent length of a column fixed at one end and free at the other end, is

(A) 0.5 l
(B) 0.7 l
(C) 2 l
(D) 1.5 l

For a given material, if E, C, K and m are Young’s modulus, shearing modulus, bulk modulus and Poisson ratio, the following relation does not hold good

(A) E = 9KC/3K + C
(B) E = 2K (1 + 2/m)
(C) E = 2C (1 + 1/m)
(D) E = 3C (1 – 1/m)

In a continuous bending moment curve, the point where it changes sign is called

(A) Point of inflexion
(B) Point of contraflexure
(C) Point of the virtual hinge
(D) All the above

If the slenderness ratio for a column is 100, then it is said to be a __________ column.

A. long

B. medium

C. short

D. straight

In the torsion equation the term J/R is called

A. shear modulus

B. section modulus

C. polar modulus

D. none of these

For a beam, as shown in the below figure, when the load W is applied in the centre of the beam, the maximum deflection is

When shear force at a point is zero, then bending moment is __________ at that point.

A. zero

B. minimum

C. maximum

D. infinity

young's modulus of elasticity for a perfectly rigid body is

A. 0

B. infinity

C. 1

D. 2

Match list I and List II and select the correct answer using the codes given

List I List II

A. Tie 1. member supporting roof in a building

B. Boom 2. Tension member in a roof truss

C. Strut 3. Compression member in a roof truss

D. Joist 4. Compression member in a crane

Which of the following section will be preferred for a column?

A. ISLB

B. ISMB

C. ISWB

D. ISHB

The thickness of gusset plate should not be less than

a. 6 mm

b. 8 mm

c. 12 mm

d. 16 mm

For a single unequal angle tie member, the leg preferred for making connection is the

A. longer leg

B. shorter leg

C. any of the two legs

D. longer leg if bolted and shorter leg if welded

The cross section of reinforced concrete beam should preferably be designed as

A. Over- reinforced

B. Balanced

C. Under- reinforced

D. Equivalent

Lateral ties in RC column are provided to resist

A. bending moment

B. Shear

C. buckling of longitudinal steel bars

D. both bending moment and shear

Minimum clear cover in mm to the main steel bars in slab, beam, column and footing respectively are