After moving $AB$ to $CE,$ completely analyze this complex truss of all its members and take note of

the link supports, which are AB$,$ GF$,$ HE$,$ and CD$.$ Apply the joint method with Henneberg's

method. Please show the FBD and the full solution.

A$)$ Solve for $S{i}^{\text{'}}$

B$)$ Solve for si$\text{'}$

C$)$ Solve the $\text{'}x\text{'}$ in the compatibility equation

Ans:

Actual Stresses Formula: $S{i}^{\text{'}}+s{i}^{\text{'}}x=Si$

$FBG=FGH=FGF=FCH=$FHE$=0$

FAB$=-3\mathrm{.}91KN($Compression$)$

FBC$=-2\mathrm{.}5$ KN $($Compression$)$

FCD $=-2\mathrm{.}5KN($Compression$)$