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Determine the forces in members BC, CE & DE by method of sections & all other members by method of joints. Give the result in a table.
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Let force is each member be denoted as member's name

We'll take support reactions at A as HA & VA

And support reaction at roller D as RD

Also,CD=6tan30=3.464mAD=6/cos30=6.93m

Applying COE to whole truss,

$\sum Fx …

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