$3$:$25$

all

$42$

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A$2.$pdf

For the truss shown in Figure $1$:

$0\mathrm{.}5($a$)$ On a sketch of the structure, show the possible reaction components at the supports.

$0\mathrm{.}5($b$)$ By considering the total number of members, joints and reaction components, show that the truss is statically determinate.

$2($c$)$ Using the equations of equilibrium, solve for the reaction components.

$($d$)$ Solve for all member forces using the Pinned Joints Method

$($e$)$ Use the Method of Sections to check the forces in members $3-6$ and $5-6.$

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