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Department of Civil and Environment Engineering. CGN 4980/CGN 6939 FE/Graduate Seminar Review Examples Fall 2005. Determine the force in each member of the truss and state if the members are in tension or compression. Solution:. F DC. F DE. F AB. F FE. F FB. F FE. F FB. F BA. F BE.

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slide1

Department of Civil and Environment Engineering

CGN 4980/CGN 6939

FE/Graduate Seminar Review Examples

Fall 2005

slide2

Determine the force in each member of the truss and state if the members are in tension or compression.

Solution:

slide5

FDC

FDE

slide7

FFE

FFB

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FFE

FFB

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FBA

FBE

FBC

slide10

FEF

FEC

FED

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FCD

FCB

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The rod has a weight W and rests against the floor and wal for which the coefficients of static friction are mA and mB, respectively. Determine the smallest value of q for which the rod will not move.

Given:

Find:

Solution:

slide14

FB

W

Equilibrium Eqs.

NB

L sin q

FA

NA

FA

slide16

The three bars have a weight of WA = 20 lb, WB = 40 lb and WC = 60 lb, respectively. If the coefficients of static friction at the surfaces are as shown, determine the smallest horizontal force P needed to move block A.

Given:

Find:

Solution:

slide17

WABC

T

FAD

NAD

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If blocks A & B move first

WC

FCB

T

NCB

NCB=WC+Tsinq

FBC

WAB

FAD

NAD

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If blocks A & B move first

WC

FCB

T

NCB

NCB=WC+Tsinq

FBC

WAB

FAD

NAD

slide20

If blocks A move first

NAD

NAB

FAB

T

WCB

WA

FAD

FAB

NAB

NAD

T

Therefore block A moves first

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Determine the distance x to the center of mass of the homogeneous rod bent into the shape shown. If the rod has a mass per unit length of 0.5 kg/m, determine the reactions at the fixed support O.

Given: rod, r

Find: x

Solution:

slide31

3

2

1

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3

2

1

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Each of the three members of the frame has a mass per unit length of 6 kg/m Locate the position (x, y) of the center of gravity. Neglect the size of the pins at the joints and the thickness of the members. Also, locate the reactions at the pin A and roller E.

Solution:

slide34

1

2

3

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1

2

3

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1

2

3

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Determine the moment of inertia Iy for the slender rod. The rod’s density r and cross-sectional area A are constant. Express the results in terms of the rod’s total mass m.