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TRANSVERSE LOADING AND STRESSES IN BEAM

Total questions: 34

Worksheet time: 17mins

Name
Class
Date
1.

Example for cantilever beam is ______

a)

Portico slabs

b)

Roof slab

c)

Bridges

d)

Railway sleepers

2.

_______ is a horizontal structural member subjected to transverse loads perpendicular to its axis.

a)

Strut

b)

Column

c)

Beam

d)

Truss

3.

The diagram depicts _______ kind of beam.

a)

Cantilever

b)

Continuous

c)

Over hanging

d)

Propped cantilever

4.

Fixed beam is also known as __________

a)

Encastered beam

b)

Built on beam

c)

Rigid beam

d)

Tye beam

5.

Given below diagram is ______ load.

a)

Uniformly distributed load

b)

Uniformly varying load

c)

Uniformly decess load

d)

Point load

6.

Moving train is an example of ____ load.

a)

Point load

b)

Cantered load

c)

Rolling load

d)

Uniformly varying load

7.

What is the bending moment at end supports of a simply supported beam?

a)

Maximum

b)

Minimum

c)

Zero

d)

Uniform

8.

What is the maximum shear force, when a cantilever beam is loaded with udl throughout?

a)

w×l

b)

w

c)

w/l

d)

w+l

9.

Sagging, the bending moment occurs at the _____ of the beam.

a)

At supports

b)

Mid span

c)

Point of contraflexure

d)

Point of emergence

10.

What will be the variation in BMD for the diagram? [Assume l = 2m].

a)

Rectangular

b)

Trapezoidal

c)

Triangular

d)

Square

11.

What is the maximum bending moment for simply supported beam carrying a point load "W" kN at its centre?

a)

W kNm

b)

W/m kNm

c)

W×l kNm

d)

W×l/4 kNm

12.

How do point loads and udl be represented in SFD?

a)

Simple lines and curved lines

b)

Curved lines and inclined lines

c)

Simple lines and inclined lines

d)

Cant represent any more

13.

What is the SF at support B?

a)

5 kN

b)

3 kN

c)

2 kN

d)

0 kN

14.

Where do the maximum BM occurs for the below diagram.

a)

-54 kNm

b)

-92 kNm

c)

-105 kNm

d)

- 65 kNm

15.

In simple bending, ______ is constant.

a)

Shear force

b)

Loading

c)

Deformation

d)

Bending moment

16.

If a beam is subjected to pure bending, then the deformation of the beam is_____

a)

Arc of circle

b)

Triangular

c)

Trapezoidal

d)

Rectangular

17.

When a beam is subjected to simple bending, ____________ is the same in both tension and compression for the material.

a)

Modulus of rigidity

b)

Modulus of elasticity

c)

Poisson's ratio

d)

Modulus of section

18.

E/R = M/I = f/y is a bending equation.

a)

True

b)

False

19.

Maximum Shearing stress in a beam is at _____

a)

Neutral axis

b)

Extreme fibres

c)

Mid span

d)

Action of loading

20.

Curvature of the beam is __________ to bending moment.

a)

Equal

b)

Directly proportion

c)

Inversely proportion

d)

Coincides

21.

What are the units of flexural rigidity?

a)

Nm2

b)

Nm

c)

N/m

d)

m/N3

22.

What are the units for section modulus?

a)

m2

b)

m4

c)

m3

d)

m

23.

What are the units of axial stiffness?

a)

m3

b)

m2

c)

N/ m

d)

-m

24.

Calculate the modulus of section of rectangle beam of size 240 mm × 400 mm.

a)

5.4 × 106 mm3

b)

6.2 × 106 mm3

c)

5.5 × 106 mm3

d)

6.4 × 106 mm3

25.

What is the product of force and radius?

a)

Twisting shear

b)

Turning shear

c)

Turning moment

d)

Tilting moment

26.

The following statements are related to bending of beams:
I) The slope of the bending moment diagram is equal to the shear force.

II) The slope of the shear force diagram is equal to the load intensity.

III) The slope of the curvature is equal to the flexural rotation.

IV) The second derivative of the deflection is equal to the curvature.

a)

I

b)

II

c)

III

d)

IV

27.

________ curve is formed due to bending of overhanging beams.

a)

Elastic

b)

Plastic

c)

Flexural

d)

Axial

28.

The values of axial stress (σ) in kN/m2, bending moment (M) in kNm, and shear force (V) in kN acting at point P for the arrangement shown in the figure are respectively.

a)

1000, 75 & 25

b)

1250, 150 & 50

c)

1500, 225 & 75

d)

1750, 300 & 100

29.

Shear force is unbalanced _____ to the left or right of the section.

a)

Horizontal force

b)

Vertical force

c)

Inclined force

d)

Conditional force

30.

In cantilever beams, there is _______ stress above neutral axis.

a)

Compressive

b)

Tensile

c)

Temperature

d)

Shear

31.

The steel plate is bent into a circular path of radius 10 metres. If the plate section be 120 mm wide and 20 mm thick, then calculate the maximum bending stress. [Consider Young's modulus = 200000 N/mm2].

a)

350 N/mm2

b)

400 N/mm2

c)

200 N/mm2

d)

500 N/mm2

32.

What is the relationship between bending moment and shear force in a beam?

a)

They are independent of each other

b)

Shear force is the integral of bending moment

c)

Bending moment is the integral of shear force

d)

Both are equal at all points

33.

In a simply supported beam, the maximum bending moment occurs at ______.

a)

Supports

b)

Midspan

c)

Quarter span

d)

Ends

34.

What type of load is represented by a uniformly varying load?

a)

Triangular load

b)

Concentrated load

c)

Point load

d)

Uniform load