Consider the truss shown in $($Figure $1).$ Suppose that F

$=5\mathrm{.}5$ kN

$.$ Hint: Although this truss is indeterminate to the first degree, a solution is possible due to symmetry of geometry and loading.

Figure$1$ of $1$

Part A

Determine the force in the member BC

of the truss.

FBC

$=$

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Part B

Determine the force in the member BD

of the truss.

Express your answer to three significant figures and include the appropriate units. Enter a negative value in the case of compression and a positive value in the case of tension.

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FBD

$=$

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Part C

Determine the force in the member AB

of the truss.

Express your answer to three significant figures and include the appropriate units. Enter a negative value in the case of compression and a positive value in the case of tension.

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FAB

$=$

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Part D

Determine the force in the member AG

of the truss.

Express your answer to three significant figures and include the appropriate units. Enter a negative value in the case of compression and a positive value in the case of tension.

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FAG

$=$

nothing

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Part E

Determine the force in the member AE

of the truss.

Express your answer to three significant figures and include the appropriate units. Enter a negative value in the case of compression and a positive value in the case of tension.

FAE

$=$

nothing

nothing

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Part F

Determine the force in the member BG

of the truss.

Express your answer to three significant figures and include the appropriate units. Enter a negative value in the case of compression and a positive value in the case of tension.

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FBG

$=$

Part G

Determine the force in the member BE

of the truss.

Express your answer to three significant figures and include the appropriate units. Enter a negative value in the case of compression and a positive value in the case of tension.