CCF20121211011

Obliczenie stateczności skarpy

Pi U°]	COS (3; [-]	‘^V, [kN]	sin (3, [-]	s, [kN]	AA, [m]	ff y l ^Tw[kN • m’^3]	P„ [kN]	^ri [m]	P^i [kNm]	4 [nr]	i H
61	0,485	12.8	8.875	23,1	0.1	1,0	0.7	4.0	3,2	~	1
49	0.656	25J	0.755	29,5	0.1	1.0	2.0	5.1	10.2		^2
41	0,755	39.5	0.656	34.4	0.2	2,0	6.0	5,7	34,2	-	3
32	0.S48	51.6	0.530	32.3	0.2	2,0	7.0	5,9	41.3	-	4
! ^25	0.906	62.8	0.423	29.3	0.3	3.0	10.5	6.2	65,1	1.1	5
! is	0.951	63.9	0.309	20.8	O.j	3.0	9,6	6.3 | 60.5		1.1	6 1
i ^11	0,982	56,1	0.191	10,9	0,4	4.0	11.2	6,4	71.7	1.0	7
! ^4	0.998	46.1	0.070	3.2	0.5	5.0	11.5	6,5	74,6	1.0	8 |
	0,998	30.6	-0.070	-2.1	0.6	6.0	10,8‘	6.7	72.4	l.C	9 ^!
S-11	0.982	17.5	-0.191	-3.4	0.7	7.0	8.4	7.1	59,6	1.0	10
-iS	0.951	9,3	-0.309	-3.0	_					1.1	11
-25	0.906	8.0	-0.423	-3.7	~			-	-	1.1	12
! -32	0.S4S	3.3	-0.530	-2.1				-	-		^12!
(i-* \ IV    .v. - .V,3 = 132,9 kN V    = 1 /				169.2	/ -12 y; Nt = 294,3 kN i«5				493.0	S.4	-

' | śilZj +avr-ta,

24. 2.

Tl ’ - Kju * fi-f cJ * Al = *(3£. 3 * tg - • Z 3 ^Li. 3 • tg HO* -f e» • ff.Łj =. x 90, s -i T.9 T £?.Z = ^9.^ k-N

Vt C^l/He.ŁA.t'"    f-vujj 6-    /

Mu. =■ T» R - Z09,4 • 9.C = 169s k-Nf-wn.

M. ou^e-i^tb— o Iowo- c-ł2^ 0^ cy ,'

M,    - <T ’4 |L P_5c’ - £. £ '    9.2_-f

l-<

4 W 3 ^ 4 5^8 kN m

W ₆ kxx ■2. v"U. W- ^ i^TTS. CJsAA. O- '

T~ —	Mu.	d33 3
	M. ~
McLs-jo	cŁLc^-	bej i
Sfafec-zTKCsf		! t

= 0.32.    <C*    *■