FilledCompositeColumn (www.theengineeringcommunity.org).xlsm

	A	B	C	D	E	F	G	H	I	J	K	L	M	O
1	www.theengineeringcommunity.org
2				PROJECT :	Ramey's							PAGE :
3				CLIENT :								DESIGN BY :	RM
4				JOB NO. :			DATE :					REVIEW BY :
5	Filled Composite Column Design Based on AISC 360-10 & ACI 318-11
6
7	INPUT DATA & DESIGN SUMMARY
8	STEEL SHAPE (Tube or Pipe) & SIZE					HSS10X8X1/2		< ==	Tube
9	STEEL YIELD STRESS			Fy =	50	ksi
10	CONCRETE STRENGTH			fc' =	4	ksi
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12	AXIAL COMPRESSION FORCE			Pr =	200	kips, ASD								<== Tip: If HSS axial load small, try HSS-WF-Capacity software without concrete fill.
13	STRONG AXIS EFFECTIVE LENGTH				kLx =	40	ft
14	WEAK AXIS EFFECTIVE LENGTH				kLy =	3	ft
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16	STRONG AXIS BENDING MOMENT				Mrx =	15	ft-kips, ASD
17	STRONG AXIS BENDING UNBRACED LENGTH					Lb =	40	ft, (AISC 360-10 F2.2.c)
18	STRONG DIRECTION SHEAR LOAD, ASD				Vstrong =	50	kips
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20	WEAK AXIS BENDING MOMENT				Mry =	20	ft-kips, ASD
21	WEAK DIRECTION SHEAR LOAD, ASD				Vweak =	30	kips
22
23		THE DESIGN IS ADEQUATE.
24
25	ANALYSIS
26	CHECK FILLED COMPOSITE COLUMN LIMITATIONS (AISC 360-10, I2.2a)
27		Asteel / Atotal =		0.20	>	1.0%		[Satisfactory]
28		Where	Asteel =	15.3	in2
29			Atotal =	78.3	in2
30		b / t =	16.00	<	2.26 (E / Fy)0.5 =			56.75	[Satisfactory]
31		D / t =	N/A		0.15 E / Fy =		94.57		[Satisfactory]
32		Where	b =	8.0	in
33			D =	N/A			E =	29000	ksi
34			t =	0.5	in
35
36	CHECK COMPRESSION CAPACITY (AISC 360-10, I2.2b)
37		Pc = Pn / Wc =		142.77	kips	>	Pr	[Satisfactory]
38		Where	Wc =	2.0		Pn =	285.5425389	kips
39			C2 =	0.85		P0 =	918	kips
40			C3 =	0.90		Pe =	325.5901241	kips
41
42	CHECK COMBINED COMPRESSION AND BENDING CAPACITY (AISC 360-10 I1.1b & I4, and ACI 318-11 Chapter 9 & 10)
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55		C =	5.45	in
56		Pc = Pn / Wb =		100	kips
57		Mc = Mn / Wb =		86	ft-kips	>	Mu / (Wb / fb) = (Mrx2 + Mry2)0.5 =					25.0	ft-kips
58		Where	Wb =	1.67		Pn =	167	kips					[Satisfactory]
59			fb =	0.9		Mn =	143.1	ft-kips
60
61	CHECK SHEAR CAPACITY (AISC 360-10, I2.2d & G2)
62			Vn,strong / Wv =	184.0	/ 1.67 =	110.2	kips	>	Vstrong =	50.0	kips	[Satisfactory]
63
64			Vn,weak / Wv =	147.2	/ 1.67 =	88.1	kips	>	Vweak =	30.0	kips	[Satisfactory]
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70					LICENSE NUMBER: New Package License
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72					www.Engineering-International.com
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