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Proracun potporni zid Ec2...
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2
Z a d a t a k 3 – P o t p o r n i z i d
2.1 Kontrola stabilnosti 2.1.1
G1= G2= G3= T4= T5= Q6= ∑Gi= ∑Qi= ∑Ti=
Preturanje (EQU)
34.000 33.750 33.750 5.625 168.300 2.720 22.000 22.000 73.375 22.000 171.020
kN kN kN kN kN kN kN kN kN
e1= e2= e3= e4= e5= e6=
1.700 1.050 0.867 2.300 0.400 2.300
m m m m m m
G1·e1= 57.800 G2·e2= 35.438 G3·e3= 4.875 T4·e4= 387.090 T5·e5= 1.088 Q6·e6= 50.600 ∑Gi·ei= 98.113 ∑Qi·ei= 50.600 ∑Ti·ei= 388.178
kNm kNm kNm kNm kNm kNm kNm kNm kNm
pt= pq= Pt= Pq= 2.1.2
27.489 3.300 67.348 16.170
kN/m² kN/m² kN kN
Klizanje (GEO)
et= eq=
1.633 2.450
m m
Pt·et= Pq·eq=
110.002 kNm 39.617 kNm
2.2 Kontrola napona u tlu
G1= G2= G3= T4= T5= Q6=
34.000 33.750 5.625 168.300 2.720 22.000
kN kN kN kN kN kN
et1= et2= et3= et4= et5= et6=
0.000 0.650 0.833 -0.600 1.300 -0.600
2.3 Dimenzionisanje AB preseka
m m m m m m
G1·et1= G2·et2= G3·et3= T4·et4= T5·et5= Q6·et6= ∑Gi·eti= ∑Qi·eti= ∑Ti·eti=
0.000 0.000 21.938 4.688 -100.980 3.536 -13.200 26.625 -13.200 -97.444
kNm kNm kNm kNm kNm kNm kNm kNm kNm
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