Boltgroup01.xls

	A	B	C	D	E	F	G	H	I	K	L
1	EXELTECH, INC.			Project:	TRUSS TR23				Engineer:	YP	Project #
2	615 2nd Ave. Suite 660								Date:	16-Apr
3	Seattle, WA 98024			Subject:	SAMPLE CONNECTION				Checker:		Page:
4	tel. (206)623-9646								Date:
5
6	ECCENTRIC SHEAR CONNECTION ANALYSIS OF BOLT GROUP									Last updated: 25-Apr-02
7	The following calculations comply with LRFD Steel Design Manual 2nd Edition									Theory
8	Units:	US								Details
9	Problem Description:			Testing Spreadsheet vs LRFD tables
10
11		INPUT					OUTPUT			BoltGroup
12										Copyright © 2001
13	Vertical Force		Horizontal Force				Ultimate Shear =	85.57	kip	Yakov Polyakov, PE
14	Py, kip	-2	Px, kip	10			Angle to horizon, b =	-11.31	deg	yakov@yakpol.net
15	ex, in	-5	ey, in	0			True eccentricity, e =	5.527	in	http://yakpol.net
16						Solved !
17					Bolt description:	A325 SH, 3/4" Dia.
18					Single bolt shear capacity fRn =	15.9	kip	174.9
19
20		Bolt Location
21	Bolt	X	Y
22	##	in	in
23	1	0	0
24	2	0	3
25	3	0	6
26	4	0	9
27	5	3	0
28	6	3	3
29	7	3	6
30	8	3	9
31	9	6	0
32	10	6	3
33	11	6	6
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100