Truss Analysis .xlsx

	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q	R	S	T	U	V	W	X	Y	Z	AA	AB	AC	AD	AE	AF	AG	AH	AI	AJ	AK	AL	AM	AN	AP	AR
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2
3		TRUSS ANALYSIS
4
5
6		DEAD LOAD
7
8			Self-weight of Truss
9					Preliminary 2L member (100x50x4)											8,05			kg/m
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11
12
13
14						WT	=	0,08			kN/m
15
16						Wtop chord				=	2/3 WT		=	0,05			kN/m
17						Wbottom chord				=	1/3 WT		=	0,03			kN/m
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19
20				Concentrated Load for Top Chord, P																		Concentrated Load for Bottom Chord, P
21
22				Tributary Length, TL1 =						1,000			m									Tributary Length, TL1 =						1			m
23						P1	=	0,05			x	1,000			=	0,05			kN					P1	=	0,03			x	1			=	0,03			kN
24
25				Tributary Length, TL2 =						1,000			m									Tributary Length, TL2 =						1			m
26						P2	=	0,05			x	1,000			=	0,05			kN					P2	=	0,03			x	1			=	0,03			kN
27
28				Tributary Length, TL3 =						1,000			m									Tributary Length, TL3 =						1			m
29						P3	=	0,05			x	1,000			=	0,05			kN					P3	=	0,03			x	1			=	0,03			kN
30
31				Tributary Length, TL4 =						1,000			m
32						P4	=	0,05			x	1,000			=	0,05			kN
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34
35			Top Chord,
36				Roofing Material Insulation Accessories
37					Long Span Corrugated GI Sheet																	0,10			kPa
38					Polyethylene bubble film with aluminum foil layers covering																	0,05			kPa
39				C Type Purlins
40					Preliminary size (3x3x1/4)																				kPa
41																						0,15			kPa
42
43			Bottom Chord,
44				Ceiling
45					Aluminum Ceiling Panel (602mmx602mm, T=0.70mm)																	0,02			kPa
46				Electromechanical																		0,10			kPa
47																						0,12			kPa
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49
50
51
52
53				Top Chord,																		Bottom Chord,
54					Tributary Area,																		Tributary Area,
55						Length			Width			T.A.												Length			Width			T.A.
56					1	1,00000			4,50			4,50											1	1			4,50			4,50
57					2	1,00000			4,50			4,50											2	1			4,50			4,50
58					3	1,00000			4,50			4,50											3	1			4,50			4,50
59					4	1,00000			4,50			4,50
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61
62				Concentrated Load for Top Chord, P																		Concentrated Load for Bottom Chord, P
63					P1	=	0,15			x	4,50			=	0,68			kN					P1	=	0,12			x	4,50			=	0,54			kN
64					P2	=	0,15			x	4,50			=	0,68			kN					P2	=	0,12			x	4,50			=	0,54			kN
65					P3	=	0,15			x	4,50			=	0,68			kN					P3	=	0,12			x	4,50			=	0,54			kN
66					P4	=	0,15			x	4,50			=	0,68			kN
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68
69			SUMMARY OF DEAD LOAD
70														P1				P2				P3				P4
71					Top Chord				Self-weight					0,05				0,05				0,05				0,05
72									Dead Load					0,68				0,68				0,68				0,68
73					Total Load @ Top chord									0,73				0,73				0,73				0,73
74
75					Bottom Chord				Self-weight					0,03				0,03				0,03
76									Dead Load					0,54				0,54				0,54
77					Total Load @ Bottom chord									0,57				0,57				0,57
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80
81
82																				0,73
83																		0,73				0,73
84																0,73				S				0,73
85														0,73				Q					U			0,73
86												0,73				O									W			0,73
87										0,73				M													Y			0,73
88								0,73				K																	a			0,73
89						0,73				I																					c			0,73						1.5	m
90				0,73				G																									e			0,73
91		0,73				E																													g			0,73
92				C																																	i
93																																							j
94		A	0,75		0,75		0,75		0,75		0,75		1,5		1,5		1,5		1,5		1,5		1,5		1,5		1,5		0,75		0,75		0,75		0,75		0,75
95					B		D		F		H		J		L		N		P		R		T		V		X		Z		b		d		f		h
96		11,78		0,57		0,57		0,57		0,57		0,57		0,57		0,57		0,57		0,57		0,57		0,57		0,57		0,57		0,57		0,57		0,57		0,57		11,78
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98
99	REACTIONS,
100			ƩMA		=	0															ƩMB		=	0