For the statically determinate shear panel$-$stiffener structure shown in the figure.

Determine,

$($a$)$ all external reactions,

$($b$)$ the shear flows on the edges of all panels,

$($c$)$ the force at both ends of each stiffener.

Figure $5\mathrm{.}4\mathrm{.}1$

Assumed Shear Flow Directions

for All Panels

Figure $5\mathrm{.}4\mathrm{.}2$

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