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MOS UNIT - III

Total questions: 22

Worksheet time: 24mins

Name
Class
Date
1.

two-span continuous beam with both ends fixed and one intermediate support has a degree of indeterminacy equal to:

4 lines
2.

Which among the following option is an example for Determinate structure?

a)

Simply supported beam

b)

Fixed beam

c)

Propped cantilever beam

d)

Continuous beam

3.

The degree of indeterminacy of a three-span continuous beam fixed at both ends is:

4 lines
4.

What is the main structural advantage of a continuous beam over a simply supported beam?

a)

Easier construction

b)

Lower maximum bending moments

c)

No need for supports

d)

Simple analysis

5.

The degree of indeterminacy of a continuous beam depends primarily on:

a)

Number of spans and type of supports

b)

Cross-section only

c)

Loading type only

d)

Material property only

6.

In practice, Clapeyron's theorem is most useful for:

a)

Exact analysis of complex indeterminate structures

b)

Approximate estimation of deflections

c)

Quick determination of support moments in continuous beams

d)

Analysis of plastic hinges

7.

In Clapeyron's theorem, if both end supports are simply supported (i.e., M₁ = Mc = 0), the central support moment MB depends on:

a)

Only loading type

b)

Only span lengths

c)

Both loading type and relative span lengths

d)

Neither, it is always zero

8.

If a continuous beam has n spans and is supported on rigid supports, the degree of indeterminacy is:

a)

n-1

b)

2n

c)

n

d)

n+1

9.

Which of the following structures behaves similarly to a continuous beam?

a)

Cantilever balcony

b)

Simply supported roof truss

c)

Suspension bridge cable.

d)

Railway track on sleepers

10.

Which of the following is an advantage of continuous beams over simply supported beams?

a)

Larger mid-span deflections

b)

Higher maximum bending moments

c)

Reduction in maximum bending moment and deflection due to continuity

d)

Less redundancy in structure

11.

In a two-span continuous beam with central load in one span only, the deflection in the unloaded span will be:

a)

Zero

b)

Downward (sagging)

c)

Upward (hogging)

d)

Same as loaded span

12.

For a two-span continuous beam with equal spans under uniformly distributed load w,but with both ends fixed, the bending moment at the central support (from Clapeyron's theorem) is:

4 lines
13.

For a two-span continuous beam under equal loads, the maximum sagging deflection occurs:

a)

At mid-span of each span.

b)

At both supports simultaneously

c)

At the central support

d)

At quarter-span

14.

Which real-life structure is best modeled as a continuous beam?

a)

Cantilever signboard

b)

Overhead transmission line

c)

Bridge deck supported on multiple piers

d)

Ladder resting against a wall

15.

The static indeterminacy of a continuous beam with three supports is:

4 lines
16.

The elastic curve (deflected shape) of a two-span continuous beam under uniform load is

a)

Single symmetric sagging curve

b)

Sagging in spans with a hogging region at intermediate support

c)

Hogging in spans with sagging only at supports

d)

Flat without curvature

17.

Which among the following option is an example for indeterminate structure?

a)

Simply supported beam

b)

Over Hanging beam

c)

Cantilever beam.

d)

Continuous beam

18.

A continuous beam with three supports (two spans) is statically:

a)

Determinate

b)

Indeterminate to degree 1

c)

Indeterminate to degree 2

d)

Indeterminate to degree 3

19.

Compared to a simply supported beam, a continuous beam is

a)

Unstable in nature

b)

Never used in practice

c)

Less economical

d)

More economical in material usage

20.

Clapeyron's theorem of three moments is applicable to:

a)

Simply supported beams only.

b)

Cantilever beams only

c)

Continuous beams

d)

Overhanging beams only

21.

Clapeyron's theorem fails to give correct results if:

a)

Beam has variable El in spans

b)

Load is triangular

c)

Supports are rigid

d)

Beam has more than 3 spans

22.

The moment distribution method becomes inaccurate when:

4 lines