skan0023 (2)

1 J							ZiproH 9 H			iłowanie elementów wiązara						- - ,
	L • * • '-i---i---i---;---i---i 1
[nr pręta		| przekrój | nin N |		■MM U		A | hfi.			b KJK 1 V 1 Tl				1 n I 9 1 V 1			•Mb	IM I	wikorzystw] przyicikankj	wykorzystanie 1 przy rozciągami 1
1 • 1		_• 1 M 1		[kW] |[kWcm2]		!tc«2]| Im]			1 1				- - - i			[kN]	[kM] 1
PAS GÓRNY																	--
36		HEA160	-175.50	4220		36201		3.96 |	190.24		1	11-201			1.00			^1
37 36			•175,50	43.60		38 38	.80	326	100.24			Tuo			1.00			......J_
			•418,40	96.90			80 20	320 3,98	190.24			1150		0 819	1.00
39			-416,40	97.80		38			190,24				1.20		1.00
40			-544.80	116.30		38,80		3,08	190.24				150		1.00
41			-544,80	117,10		38.80		3.96	190.24				1,20!		1.00
42			-579,50	108,20		n		3.98	100,24				1.20!		1.00				i !_
43			•579,50	109,00		3820		3.98	190,24	i			1,20		1,00			ł».7H6
44			-57950	109,00		38	.80 .80 .80	3,96	19054				1,20		1501			'
45			-579.50	10820;		38		3.98	190.24				1.20		1.00:
46			-544,60	117.10:		38		3,96	19054				150		1,001
47			•544,80	11620		38.80		JjT	190.74				150		1.001
	48 1 •9		-418.40	97.80		38.80		3.98 320 320	190.24				150		1.00
n			•416.4C	96.90		38.80			190.24				1.20		1.00
50 J			•17550	43.60 |		38.80			KEED				150		1.00
51 I			-17550	42.80		3820		| 3.98 1190241					1-201		150l
.. _ P'								ŁS DOLNY - ptasrczyna pro*				•oMdbdoknlMricy
1 1-2.S-9 1		I MEA 160	1 -7720 1313.001 138.801							1 • 1 !		Sg	|120|		1.00	r			.
3-7			-11420 67150 2XS 138.80]					| 3.98 1760201				teł	150		1.00	h- • ____			1__
PAS DOLNY-ptauczi												•w kratownicy
1		MCA 160	-3.70	3.70 1		13W		657 1380001					I50i		1.001
2			•7720	313.0Ó]		38	80 20	657		1			1.60		im
3			•111.10	493,60		36		657 627 657	E2E3				1.60		1.00
4			•114.30	57120!		irra							1.60		1.00!				J27
5			•93,10	567.70		LU			E2E3				150		150]
6			-110.60	571.60		38.80		657	1380.001				1.60		1.001
7			-107.4C	493.80		38.80		1 657 1380.001					1.60		1.00:
8			•7350	313.00		3820		657	E2ED				1.60		150
9			0,00	0.00 .		38.80		[6.57					1.60		1.00
I- SŁUPKI
	10	90x90x6	-206.20	1 51,00I		19.80		321 123	I276.86I				LL«o|_		1.00 j			0,688
t	IF~	50x50x2.5	•25,80	8,70		4.68			209,50				i®?.		1,00
15			-25,80	8,70		4,68		1,93	^26,50				150		1,00
18			-25,80	8.70		4.68		~T23~	24750				1.60		Tool
21			-25.80 |	8,70		4.68		123	266.60				160		1.00			0 767
24			•25,80	8,70		4.68		TST	266.50				150		im
27			•25,80	8.70		4.68		"?23	24750				1.60		Tm
30			-2550	8,70		4.68		123	22850				T8ó		Tool
33			25,80	8,70		4.68		TM 120950			:: •		150		Tm
35		90x90x6	-20620 51,00			19.80		321 1275261			L_ bu		150		Tm			_
			KRZYŻULCE
F	ii_i	90x90x6	-61.50	254.50	119201 3.41 1275201							1 J'601_			1.001
	«n		•21020	4720 I		19	20 JO .70	321	_i				\im_					Q 712
14		moNt	-3250	160.00		14		3.05	28993				150		l.ool
16			-121.70	2020		14		306	304.64				1.60		IĘ3
17		70x70x3	-17.80	80.60		724		2.73	30454				1.60		1501
19			-4920 -3920 53.50	2120 1		724		2.73	319.61				150		1 IjOOI
20				44.80		724		2.73	319.61				150		150]
22				6050		7,94		V3					1,60		150]
23				6050		'tM		2.73 1336.08					1,00		150
23 26			•3920 -49.90	44.80		724		2.73 131921					1.60		150
				2120		724		2.73	1319.61				IKU		122.
28			-17,801	80.60		724 !		2.73	304.S4				iu&y		150
29		80x90x5		20.30		14.70		3.05					1.60		1,00
31 ]			■nSgir&I*]			14.70		3.05					150		150
32			-210.20	4750		19.80		3.41					1.60		1.00
34				25450		19,80		321		1 _			150		I^1*^00! -1
																	•MCA dwulcc^mki tzarokoalopowe
-jy ^1			^b I *		rTT~			.rrr— b/t	warunek		klasa przekroju
. |			[mml [mm]		mi	-		-	•		-				-1	**ruty kwedratowe - wykonane na gorąco
1		HEA 160	■i	9.00	235 1	026		6.89	<9t ■ 6.61		1				150
2		30x50x25	50.00	250	235	026		20.00	<33* ■ 31.90		1				150
3		70x70x3	70.00	3.00	235	0.96		2353	<33* ■ 31.56		1				^100
4		OOuCObS	60,00	5.00	235	0.96 I		16.00	< 33* - 3156		1				1.00
5		90.90x6	90,00	6.00	”5 1	026 |		|15.00|<33«- 31.56			"T"