weldgroup_demo072_ASD(1).xls

	A	B	C	D	E	F	G	H	I	J	K	M	N	O	P
1	COMPANY NAME			Project:	SAMPLE CALCULATIONS				Engineer:	YP	Project #		WeldGroup	Version 2007.2
2	AND ADDRESS								Date:	12/18/25			Copyright © 2006	Licensed to:
3		WeldGroup		Subject:	C-SHAPE WELD				Checker:		Page:		www.yakpol.net	????
4		Copyright © 2006							Date:
5													See notes to table 8-3 (page 8-29)
6	ECCENTRICALLY LOADED WELD GROUP ANALYSIS												Electrode Strength Coefficient, f1
7													Electrode	Fexx (ksi)	f1
8						Measurement Units:	US						E60	60	1
9						Fillet weld size, w =	0.25	in					E70	70	1
10						Electrode nominal strength, FEXX =	70	ksi					E80	80	0.9
11						Adjusted for higher-strength electrode, f1FEXX =	70	ksi					E90	90	0.9
12						Weld shear capacity per unit length							E100	100	0.85
13						Allowable strength (ASD) Rn/W = (0.6)f1FEXX0.707w/2 =	3.712	kip/in					E110	110	0.85
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15		Weld Group Geometry
16	Weld	Node 1		Node 2
17	No.	X1 (in)	Y1 (in)	X2 (in)	Y2 (in)
18	1	5	5	0	5
19	2	0	5	0	-5
20	3	0	-5	5	-5
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39				Weld Group Properties
40		Total Length =	20	in	Center of Gravity (C.G.)			Instantaneous Center (IC)
41	Moment	Ix =	333.333	in^4	XC =	1.250	in	XIC =	-0.481	in
42	Inertia	Iy =	52.083	in^4	YC =	0.000	in	YIC =	4.704	in
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44	Concentrated In-Plane Loads						Out-of-Plane Loads
45	Location		Angle	Value
46	X (in)	Y (in)	b (deg)	P (kip)		Pz =	0	kip (positive for tension)
47	6.25	0	-150	100		Mx =	0	kip-in (top fibers in tension)
48						My =	0	kip-in (left fibers in tension)
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51								In-Plane Force Resultants
52								Total force Pu =	100	kip
53								Px = S Pcos(bi) =	-86.60254038	kip
54								Py = S Psin(bi) =	-50	kip
55								b =	-150	deg
56								Moment about C.G. , MC =	-250	kip-in
57								Eccentricity e = MC/Pu =	-2.5	in
58		In-plane Moment						Xp = Xc+ e*sin(b) =	2.500	in
59		Mz =	0	kip-in				Yp = Yc-e*cos(b) =	-2.165	in
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61					Analysis Results
62	1. Shear Capacity under in-Plane loads only
63			IC method of: Pn/W =	70.58	kip	<	100	N.G.		Analysis Status
64			Elastic method: Pn/W =	41.07	kip	<	100	N.G.		Solved !
65	2. Demand/Capacity check under combined in-plane and out-of-plane loads (LRFD method only)
66			Consider out of plane	Tensile and Compressive Stresses
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68				Critical Weld Element coordinates		In-plane Shear	Normal Force	Total Shear	Capacity	D/C Ratio
69				X	Y	Vxy	Vz	Vu	fVn	Vu/fVn
70				(in)	(in)	(kip/in)	(kip/in)	(kip/in)	(kip/in)
71			Maximum In-Plane Shear	#VALUE!	#VALUE!	#VALUE!	#VALUE!	#VALUE!	#VALUE!	#VALUE!
72			Max/Min Normal Force	#VALUE!	#VALUE!	#VALUE!	#VALUE!	#VALUE!	#VALUE!	#VALUE!
73			Maximum Total Shear	#VALUE!	#VALUE!	#VALUE!	#VALUE!	#VALUE!	#VALUE!	#VALUE!
74			Maximum Vu/fVn Ratio	#VALUE!	#VALUE!	#VALUE!	#VALUE!	#VALUE!	#VALUE!	#VALUE!	#VALUE!
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