$2.$ The following distributed load value is given as q: $10$ kN$/$m$^2$ on the bearing wall; acting on $1$ unit wall

total lateral earth pressure value and INFLUENCE POINT

a$)$ Using the Calm basing coefficient $($Ko$)$ for the Calm State $(15$ points$)$

b$)$ Using the Rankine active pressure coefficient $($Ka$)$ for the active state

find it$.$

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A$$a$$daki yay$$l$$ y$$k de$$eri $q$:$10k\frac{N}{m^2}$ olarak verilmi$$ dayanma duvar$$nda; $1$ birim duvara etkiyen toplam yanal toprak bas$$nc$$ DE$$ERINI ve ETKIME NOKTASINI

a$)$ S$$kunetteki Durum i$$in S$$kunetteki bas$$n$$ katsay$$s$$m$(K_0)$ kullanarak $(15$ puan$)$

b$)$ Aktif durum i$$in Rankine aktif bas$$n$$ katsay$$s$$n$(K_2)$ kullanarak $(20$ puan$)$ bulunuz.

bulunuz.

$H_1$:$2m,H_2$:$3m,{}_1$:$16k\frac{N}{m^3},{}_{\text{d}\text{o}\text{y}\text{z}\text{u}\text{n}}$:$18k\frac{N}{m^3},{}_1$:${33}^0,c_1$:$0,{}_2$:$26,c_2$:$10k\frac{N}{m^2},$AKO:$1\mathrm{.}7$

${}_{su}=9\mathrm{.}81k\frac{N}{m^3}$