Part A $-$ Maximum applicable shear force on the member $($a$)$

Determine the maximum applicable shear force on the member $($a$)$

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

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$$

$V_a=$

$416\mathrm{.}67$

$16\mathrm{.}67$

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Part B $-$ Maximum applicable shear force on the member $($b$)$

Determine the maximum applicable shear force on the member $($b$).$

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

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Part C $-$ Spacing adjustment to the weaker member for equivalent maximum applicable shear force

Determine the required spacing in the weaker member such that both cross sections can support the same maximum applicable shear force as defined by the stronger member

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

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$s_n=$

Value

Units