Sheet1Dari tabelPERHITUNGAN JARAK STASIUN TITIK PENITNG PADA
KURVAVr60
MyComp: MyComp:blok kuning adalah data diubahRc478STARumus123e
maks0.1e0.04STA.A=Data Awal155f maks0.15Ls50STA.TS=Sta.A + AB -
Ts175.5832684462A-B156STA.SC=Sta.Ts +
Ls225.5832684462B-C147STA.CS=Sta.SC +
Lc392.4927878841145STA.ST=Sta.CS + Ls442.4927878841271STA.C=Sta.ST
+ BC - Ts454.076056330426Rmin113.3858267717Koordinat titik penting
pada kurvas2.9966411879StaRumusXRumusYc20.0067176242A=Data
Awal60=Data Awal60Lc166.9095194379B=Xa + AB sin 1170.3086578651=Ya
+ AB cos 1170.3086578651Ltot266.9095194379C=Xb + BC sin
2309.2998884782=Yb + BC cos 2218.16717657031/2
Ltot133.4547597189BenarTS=Xa + (AB - Ts) x sin 174.5545686973=Ya +
(AB - Ts) x cos 174.5545686973Xc49.9999945292ST=Xb + Ts x sin
2298.3476929961=Yb + Ts x cos 2214.3960332397yc0.8716875872O=Xb +
(Es + R) X sin BO430.3915333952=Yb + (Es + R) X cos
BO-245.910948258p0.2180709103k25.0113905591Ts135.4167315538BenarEs12.7971705962BO148
