16068

Rodzaj gruntu	Program geotechniczny	ID	IL	p (t/Tn3]	4>[ °1
Ps (B). mW 2.5m	X(n)	0.72	-	1.80	34.2
	X(n) • 0.9	-	-	1.62	30.8
	X(n) • 1.1	-	-	1.98	37.6
Gn. B 2.70m	X(n)	-	0.22	2.15	18.0
	X(n) • 0.9	-	-	1.94	16.2
	X(n) • 1.1	-	-	2.37	19.8
nP. B 2.80m	X(n)	-	0.25	2.10	17.5
	X(n) • 0.9	-	-	1.89	15.8
	X(n) ■ 1.1	-	-	2.31	19.3

Lp	Obc.		Nrs [kN]	Trs (kN]	Mrs [kNm]
1	Gk	1.1	374	27.5	69.3
2	Oki	1.4	77	7	18.2
3	Qk2	1.3	-8.5	-17.7	-13.5
4	Qk3	1.3	8.5	35.5	15.7
5	Fal	1.0	-	-8.2	-9.2
6	Fa2	1.0	-	8.2	9.2

KOMBINACJE OBCIĄŻEŃ W SG NOŚNOŚCI kombinacje podstawowe

Lp	K.O.	V0	Nrs [kN]	Trs (kN]	Mrs [kNm]
1	Gk	-	374	27.5	69.3
	Z		374	27.5	69.3
2	Gk	-	374	27.5	69.3
	Oki	1.0	77	7	18.2
	Z	-	451	34.5	87.5
3	Gk	-	374	27.5	69.3
	Qk2	1.0	-8.5	-17.7	-13.5
	Z	-	365.6	9.8	55.8
4	Gk	-	374	27.5	69.3
	Ok3	1.0	8.5	35.5	15.7
	Z	-	382.5	63.0	85.0
5	Gk	-	374	27.5	69.3
	Qkl	1.0	77	7	18.2
	Ok2	0.9	-7.6	-15.9	-12.2
	Z	-	443.4	18.6	75.3
6	Gk	-	374	27.5	69.3
	Oki	1.0	77	7	18.2
	Ok3	0.9	7.6	31.9	14.2
	Z	-	458.6	66.4	101.7
7	Gk	-	374	27.5	69.3
	Ok2	1.0	-8.5	-17.7	-13.5
	Oki	0.9	69.3	6.3	16.38