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MOM l-unit MCQ Quiz

Total questions: 20

Worksheet time: 10mins

Name
Class
Date
1.

For a cantilever beam of length L subjected to a point load P at the free end, what is the maximum deflection?

a)

(PL^3) / (48 E I)

b)

(PL^3) / (3 EI)

c)

(P L^3) / (6EI)

d)

(PL^3) / (24 EI)

2.

A cantilever beam of length L carries a uniformly distributed load (UDL) of intensity w over its entire length. What is the maximum slope at the free end?

a)

(wL^3) / (24 EI)

b)

(wL^3) / (6EI)

c)

(wL^3) / (48EI)

d)

(wL^3) / (8EI)

3.

In a cantilever beam, where does the maximum deflection occur?

a)

At the fixed end

b)

At the free end

c)

At the midpoint

d)

At the point of contraflexure

4.

A cantilever beam of length L carries a uniformly distributed load (UDL) of intensity w over its entire length. What is the maximum deflection at the free end?

a)

(wL^3) / (24 EI)

b)

(wL^3) / (6EI)

c)

(wL^3) / (48EI)

d)

(wL^3) / (8EI)

5.

For a simply supported beam of length L subjected to a point load W at the center, what is the maximum deflection?

a)

(WL^3) / (48EI)

b)

(WL^3) / (3EI)

c)

(5WL^4) / (384EI)

d)

(WL^3) / (16EI)

6.

In a simply supported beam, where slope is maximum?

a)

At the midspan

b)

At the supports

c)

Under the point load

d)

It is uniform throughout the beam

7.

A simply supported beam of length L carries a UDL of intensity w over its entire length. What is the maximum deflection at the center?

a)

(wL^4) / (48EI)

b)

(wL^4) / (384EI)

c)

(5wL^4) / (384EI)

d)

(wL^4) / (8E I)

8.

For a symmetrically loaded simply supported beam, where is the deflection maximum?

a)

At the supports

b)

At the quarter points

c)

At the midspan

d)

Under the load

9.

The maximum slope in a simply supported beam with a UDL over the entire span is given by:

a)

(wL^3) / (24EI)

b)

(wL^3) / (16EI)

c)

(wL^3) / (48EI)

d)

(wL^3) / (32EI)

10.

What is the relationship between the slope of a beam and its deflection (y)?

a)

Slope = EI d²y/dx²

b)

Slope = dy/dx

c)

Slope = EI dy/dx

d)

Slope = d²y/dx²

11.

Which method is most suitable for finding the slope and deflection of a cantilever beam with multiple point loads?

a)

Double Integration Method

b)

Conjugate Beam Method

c)

Macaulay's Method

d)

Moment Area Method

12.

According to Mohr's First Theorem (Moment-Area Theorem I), the change in slope between any two points on a beam is equal to:

a)

The area of the M/EI diagram between those two points.

b)

The moment of the M/EI diagram between those two points about a reference line.

c)

The integral of the bending moment over the length of the beam.

d)

The shear force at the midpoint.

13.

Unit of slope is..

a)

mm

b)

kN

c)

radian

d)

Nmm

14.

The term EI in the deflection formulas is known as:

a)

Modulus of Rigidity

b)

Flexural Rigidity

c)

Torsional Stiffness

d)

Young's Modulus

15.

If the flexural rigidity (EI) of a beam is increases

a)

Deflection increases

b)

Deflection decreases

c)

Deflection remains constant

d)

Cannot be determined

16.

A simply supported beam of length L is subjected to a central point load P and a UDL of w over its entire span. What is the total deflection at the center?

a)

(PL^3) / (48 EI) + (wL^4) / (384EI)

b)

(PL^3) / (48EI) + (5wL^4) / (384EI)

c)

(PL^3) / (3EI) + (5wL^4) / (384EI)

d)

(PL^3) / (3EI) + (wL^4) / (8EI)

17.

The maximum deflection for a cantilever beam with a UDL (w) and a point load (P) at the free end is given by:

a)

(wL^4)/(8EI) + (PL^3)/(3EI)

b)

(wL^4) / (8EI) - (PL^3)/(3EI)

c)

(wL^3) / (6EI) + (PL^2) / (2EI)

d)

(wL^3) / (6EI) - (PL^2) / (2EI)

18.

For a beam, the product of the modulus of elasticity (E) and the moment of inertia (I) is used. Why I is a crucial factor?

a)

It represents the material's strength.

b)

It describes the beam's cross-sectional shape and its resistance to bending.

c)

It is related to the beam's length.

d)

It determines the beam's weight.

19.

What is the unit of deflection in the SI system?

a)

N/m²

b)

rad

c)

mm

d)

kN·m

20.

Which one of the following does not affect the deflection of a beam?

a)

Load on the beam

b)

Modulus of Elasticity (E)

c)

Geometry of the cross-section (I)

d)

Support reactions