Zee Section Properties and Design Capacities as per AISI Spreadsheet.xls

	A	B	C	D	E	F	G	H	I	J	K
1	Zee Section									Date
2										Dsn. By
3										Chk. By
4	Properties & Design Capacities (AISI-2002)									Rev. No.
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8		Material	A653 Grade 50
9		Fy	34.5 kN/cm2
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11		200	Z	15
12		\|	\|	\|
13		Depth	Section	thickness
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19	Section	Section Data
20		Depth	WTp	WBt	Thk	Lip	Rad	Angle	Area	Wt	Yd
21		mm	mm	mm	mm	mm	mm	deg	cm2	kg/m	mm
22	200Z15	200,0	60,0	60,0	1,50	20,0	6,0	60	5,22	4,06	100,0
23	200Z18	200,0	60,0	60,0	1,80	20,0	6,0	60	6,24	4,87	100,0
24	200Z20	200,0	60,0	60,0	2,00	20,0	6,0	60	6,92	5,41	100,0
25	200Z25	200,0	60,0	60,0	2,50	20,0	6,0	60	8,61	6,77	100,0
26	250Z20	250,0	60,0	60,0	2,00	18,0	6,0	60	7,84	6,12	125,0
27	250Z25	250,0	60,0	60,0	2,50	18,0	6,0	60	9,75	7,65	125,0
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29	Section	About X-X Axis				About Y-Y Axis
30		Ixx	SxTop	SxBot	Rxx	IycTop	IycBot	Syy	Ryy
31		cm4	cm3	cm3	mm	cm4	cm4	cm3	mm
32	200Z15	309,10	30,91	30,91	76,95	21,72	21,72	6,27	28,85
33	200Z18	368,29	36,83	36,83	76,80	25,73	25,73	7,45	28,71
34	200Z20	407,20	40,72	40,72	76,69	28,35	28,35	8,22	28,62
35	200Z25	503,01	50,30	50,30	76,44	34,69	34,69	10,09	28,39
36	250Z20	684,62	54,77	54,77	93,43	26,52	26,52	7,80	26,01
37	250Z25	846,77	67,74	67,74	93,15	32,44	32,44	9,58	25,78
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39	Section	Allowable Shear Force ( kN )	Allowable Bending Moment ( kN.m )		Allowable Compression Force (kN )	Allowable Tension Force (kN )
40			Allowable Bending Moment ( kN.m )
41			Ma	Ma2*
42	200Z15	11,19	5,84	5,45	57,79	107,76
43	200Z18	19,40	7,39	6,90	78,32	128,90
44	200Z20	26,68	8,33	7,78	92,14	142,92
45	200Z25	45,35	10,38	9,69	124,85	177,70
46	250Z20	20,98	10,14	9,44	88,57	161,91
47	250Z25	41,14	13,62	12,68	124,58	201,44
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49	* Based on a reduction factor of 0.70 for continuous spans
50	(Applicable only if the span of the longest member is not more than 20% longer than the shortest span).
51	For simple spans multiply Ma2 values by 0.4/0.7
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