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Week 5 Quiz

Total questions: 13

Worksheet time: 7mins

Name
Class
Date
1.

If deformation disappears completely after unloading, the material is:

a)

Plastic

b)

Elastic

c)

Anisotropic

d)

Isotropic

2.

For isotropic materials, how many independent material constants are needed?

a)

One

b)

Two

c)

Three

d)

Twenty-one

3.

In the stress tensor at a point, how many independent stress components exist in 3D?

a)

Three

b)

Four

c)

Six

d)

Nine

4.

In plane stress solids, stresses in which direction are assumed to be zero?

a)

x-direction

b)

y-direction

c)

z-direction

d)

xy-direction

5.

Truss members are assumed to carry only:

a)

Shear forces

b)

Axial forces

c)

Bending moments

d)

Torsional moments

6.

According to the Euler–Bernoulli beam assumption, plane sections:

a)

Warp after bending

b)

Remain plane and perpendicular to the deformed axis

c)

Remain plane but not perpendicular

d)

Rotate arbitrarily

7.

In plate theory, the classical plate assumption for thin plates is that normals to the mid-plane:

a)

Remain curved after bending

b)

Remain straight and normal to the mid-plane

c)

Rotate randomly after bending

d)

Experience large shear deformation

8.

In static problems, the governing equations of dynamics can be simplified by:

a)

Adding inertia forces

b)

Ignoring damping forces

c)

Dropping dynamic terms

d)

Using anisotropic materials

9.

The stiffness matrix for a truss element is derived from:

a)

Equilibrium equations only

b)

Strain-displacement and constitutive relationships

c)

Experimental results only

d)

Beam bending theory

10.

For a 3D frame element, how many degrees of freedom exist at each node?

a)

2

b)

3

c)

6

d)

12

11.

The moment of inertia of a beam cross-section is used to compute:

a)

Shear stresses

b)

Normal stresses due to bending

c)

Torsional stresses

d)

Poisson’s ratio

12.

In finite element analysis, shape functions relate:

a)

Loads to boundary conditions

b)

Stresses to material properties

c)

Nodal displacements to displacements within the element

d)

External forces to stiffness matrices

13.

For planar truss analysis, the transformation matrix removes which terms from 3D formulations?

a)

x-direction terms

b)

y-direction terms

c)

z-direction terms

d)

Axial terms