A vertical force of $10$ kN was applied to $2-7$ curtains of the two$-$faced section shown in the figure. Flange areas

$300$ mm$2,$ stringer areas are $100$ mm$$ekilde g$$r$$len iki y$$zl$$ kesitin $2-7$ perdesine $10$ kN'luk d$$ey bir kuvvet uygulanm$$t$$r$.$ Flanj alanlar$$

$300m{m}^2,$ stringer alanlar$100m{m}^2$ 'dir. $2$ ve $7\text{'}$de iki$$er tane flanj vard$$r$.$ Cidar kal$$nl$1$ alt ve $$st duvarlarda

$1mm,$ yan duvarlarda $2mm$ 'dir. $10kN$ 'luk kuvvet nedeniyle t$$m duvarlarda olu$$an kayma ak$$lar$$n$$ bulunuz.

Not: Kesiti $$nce idealle$$tiriniz$.$ Kesmeleri $1-2$ ve $2-3$ duvarlar$$ndan yap$$n$$z$.$

$B_i=\frac{tb}{6}(2+\frac{{}_j}{{}_i})$

$q_s=-(\frac{S_x{I}_{}-S_y{I}_{xy}}{I_{}{I}_{yy}-I_{xy}^2})({\displaystyle \underset{0}{\overset{s}{}}}{t}_{D}x(d)s+{\displaystyle \underset{r=1}{\overset{n}{}}}{B}_r{x}_r)$

$-(\frac{S_y{I}_{yy}-S_x{I}_{xy}}{I_{}{I}_{yy}-I_{xy}^2})({\displaystyle \underset{0}{\overset{s}{}}}{t}_{D}y(d)s+{\displaystyle \underset{r=1}{\overset{n}{}}}{B}_r{y}_r)+q_{s,0}$

$\frac{d}{dz}=\frac{1}{2A_{R}G}o{\displaystyle \underset{R}{\overset{\phantom{}}{}}}q\frac{ds}{t}$

$S_x{}_0-S_y{}_0={\displaystyle \underset{R=1}{\overset{N}{}}}{M}_{q,R}={\displaystyle \underset{R=1}{\overset{N}{}}}o{\displaystyle \underset{R}{\overset{\phantom{}}{}}}{q}_b{p}_{0}ds+{\displaystyle \underset{R=1}{\overset{N}{}}}2A_R{q}_{s,0,R}2.$ There are two flanges each at $2$ and $7.$ Wall thickness on upper and lower walls

$1$ mm$,2$ mm on the side walls. Find the shear fluxes occurring on all walls due to the $10$ kN force.

Note: Idealize the section first. Make the cuts on walls $1-2$ and $2-3.$