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Question 1

The shaded area shown in (Figure 1) is bounded by y

axis and the curve y2 = (4-2) m², where x is in m.

Suppose that a=4 m, h=2 m.

Figure

12

98666

1 of 1

ang

Y

Part A

Determine the moment of inertia for the shaded area about the z axis.

Express your answer to three significant figures and include the appropriate units.

I, =

Submit

Value

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P

Units

PEDIC ?

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Next > Question 2

The assembly consists of two 10-mm diameter red brass

C83400 copper rods AB and CD, a 15-mm diameter

304 stainless steel rod EF, and a rig d bar G. The

modulus of elasticity for red brass C83400 is 101 GPa,

for 304 stainless steel 193 GPa. (Figure 1)

Figure

300 mm

B

W

P

450 mm

568

13

T

1 of 1 >

Part A

If the horizontal displacement of end F of rod EF is 0.41 mm, determine the magnitude of P.

Express your answer to three significant figures and include the appropriate units.

91

P= Value

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HA

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&

Units

3

?

W11

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Next > Question 3

Consider the frame shown in (Figure 1).

Figure

15m

400 N/m

60

#

1 m

1 of 1

im

888

Y

Part A

Determine the and y components of force that the pin A exerts on the frame using scalar notation.

Express your answers using three significant figures separated by a comma.

VAE vec

Az. Ay=

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Part B

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Br. By =

?

Determine the z and y components of force that the pin B exerts on the frame using scalar notation.

Express your answers using three significant figures separated by a comma.

ΠΠ ΑΣΦ 11 vec

?

N

N

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$

Question 4

Figure

300 mm

1 of 1

60

60

100 mm

150 mm

Y

Part A

If F=490 N, determine the magnitude of the moment produced by this force about the a axis(Figure 1).

Express your answer with the appropriate units.

M₂ = Value

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μÀ

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Units

?

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Next >

rivip

$007 Question 5

Learning Goal:

Understand how to use a graphical approach to

construct shear and bending moment diagrams from a

given free-body diagram of a beam.

Consider the beam shown in the figure below.

20 kN 30 kN

5 m

10 m

20 m

2 kN/m

B

The distance from point A to point B is 20 m, a

distributed load of 2 kN/m is applied over the last 10

m of the beam, a concentrated load of 20 kN is

applied 5 mn to the right of point A, and a

concentrated load of 30 kN is applied at the midpoint

of the beam.

Part A-Support Reactions

Using the free-body diagram shown below, determine the support reactions A, and By.

20 kN 30 kN

A

A₂ =. By =

Express your answers, separated by commas, to three significant figures.

Submit

—| ΑΣΦΗ

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Part B - Shear Diagram

2 kN/m

vec

B

?

kN, KN

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Draw the shear diagram for the beam.

Begin by placing the lines of discontinuity. Place the appropriate function between the lines of discontinuity, ensuring the endpoints

have the correct values.