rigid connection design (www.theengineeringcommunity.org).xls

	F	G	H	I	J	K
1
2
3
4	MARK
5	J1
6
7
8
9					1,00
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13
14		Fy	(mpa)	248,22
15		Fu	(mpa)	400,00
16		d	(mm)	550,67
17		bf	(mm)	314,71
18		tw	(mm)	15,24
19		tf	(mm)	24,38
20		Ix	(mm4)	1,23E+09
21
22		Flange		Web		Bolt Diameter
23		Nf	Mf	Nw	Mw	(mm)
24		4	2	2	7	28
25	HIGH
26	STRENGTH
27	BOLTS
28
29
30		Flange			Web
31	SPLICE	outside (mm)	inside (mm)		(mm)	(mm)
32	PLATES	(txBxL)	(txBxL)		(txBxL)	(e)
33		14x300x525	12x140x525		12x285x440	40,00
34
35	CAPACITY OF JOINT
36	Stress		Column	High Strength	Splice	Remark
37	Stress		Column	Bolt	Plate	Remark
38	Moment	(kn-m)	586,84	750,76	592,56	OK
39	Moment	(kn-m)	586,84	750,76	592,56	OK
40	Shear	(kn)	519,72	2496,42	554,74	OK
41	Shear	(kn)	519,72	2496,42	554,74	OK
42	Axial	(kn)	3449,45	5349,47	3824,57	OK
43	Axial	(kn)	3449,45	5349,47	3824,57	OK
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