Kolendowicz#0

Tablica 11-5

Re a keja		OBCIĄŻENIE	STAŁE R=wsp8łc zynnik x p
				P-ql
				yuimniimr,
0	4	O		a
0,375	1.250	0375		K-^1->1
0	0	0	0
0,400	u oo	1,100	0/400
0	0	?■■■	0	❖
0,393	1,143	0,929	1.143	0,393
0	0	.....T.........	4	4 £
Ą395	1,132	0,974	0,974	1,132 0,395
				f ,
❖	❖	0		A A '
0.312	1,376	0.312		k—■—H
0	❖	t	0
0,3 50	1,150	1,150	0.35 0
0	'o	s	i	0
0,339	1,214	0,892	1,214	0339
6	0	0	❖	O O
0,342	1,198	0960	0,960	1,198 0,342
				„P „P
S	❖	0		A A
0,667	2.667	0,667		N—^1->1
0	❖	❖	<>
0,733	2,267	2^67	0733
O	0	6	0 “•	-0
0,714	2.381	1,810	2981	0,714
0	❖	$	i	S <>
0,719	2,351	1,930	1,930	2351 0719

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