beam investigation (www.theengineeringcommunity.org).xls

	A	B	D	E	F	G	H	I	J
1	MEMBER	BUILT-UP : H -					SCB1
2		HOT ROLLED: H -		W8x31
3	APPLIED	P/-T (kn)	0,001	Mx (kn.m)		9,13	My (kn.m)		16,38
4	LOAD	V (kn)	9,075
5		Fy (mpa)	248,00	Ix (mm4)		4,58E+07	Iy (mm4)		1,54E+07
6		E (mpa)	200000	Sx (mm3)		4,51E+05	Sy (mm3)		1,52E+05
7	DIMENSION	A (mm2)	5890,31	rx (mm)		88,14	ry (mm)		51,31
8	&	d (mm)	203,20	l (m)		0,90	lbx (m)		0,90
9	PROPERTY	bf (mm)	203,07	klx (m)		0,90	lby (m)		0,90
10		tw (mm)	7,24	kly (m)		0,90	wt (kn/m)		0,45
11		tf (mm)	11,05	Af (mm2)		2243,75	rt (mm)		55,37
12	ALLOWABLE	Fc (mpa)	142,92	Fbx (mpa)		163,68	Fby (mpa)		186,00
13	STRESS	Ft (mpa)	148,80
14		Fv (mpa)	99,20
15	STRESS	fc (mpa)	0,00	fbx (mpa)		20,26	fby (mpa)		107,83
16	&	ft (mpa)		dh (mm)			dv (mm)
17	DEFLECTION	fv (mpa)	6,17
18	CHECKING OF COMBINED STRESS
19	fa	+	Cmx.fbx		+	Cmy.fby		=
20	Fa		(1-fa/F'ex)Fbx			(1-fa/F'ey)Fby
21									OK
22	fa	+	fbx		+	fby		=
23	0.60Fy		Fbx			Fby
24									OK
25	fa	+	fbx		+	fby		=	0,70
26	Fa		Fbx			Fby
27									OK
28	REMARKS
29	Cbx =	1,00	F'ex =	12¶²E		=	9876,99	mpa
30	Cby =	1,00		23(klbx/rbx)²
31	Cmx =	1,00	F'ey =	12¶²E		=	3347,10	mpa
32	Cmy =	1,00		23(klby/rby)²
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