Inv Sqr Table 2017-18 towers- All Xs 1-32x1-16

	A	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	AO	AP	AQ	AR	AS	AT	AU	AV	AW	AX	AY	AZ	BA	BB	BC	BD	BE	BF	BG	BH	BI	BJ	BK	BL	BM	BN	BO	BP	BQ	BR	BS	BT	BU	BV	BW	BX	BY	BZ	CA	CB	CC	CD	CE	CF	CG	CH	CI	CJ
1	INVERSE SQUARE TABLE FOR ALL Xs					Len Joeris, October, 2017
2	Design Forces on legs (in gr) at 15kg load					Leg Testing Lengths - BS varies within a stick; we want to test at length close to in-place length (L)- USE L +2cm cm x													0.393701	#NAME?
3	(fm tab Leg Forces Based on Dimensions)			w/ Safety Factors									USE
4			MIN	0.06	0.1	Design L (cm)	L(cm)+2 ininches						for test	Effective Length (EL) Factor				Section 2 - Effective Length factor calculation
5		B-Base	4090	4335	4499	27.05	11.4						12		CONSERVATIVE	Less	Even Less	These are back-calculated/'reverse engineered from data obtained on stick weights, 36" SFPD measured BS, and bracing interval from a successful all Xs tower (in another State)
6		C-Base	4272	4528	4699	22.55	9.7						10		(26.5 got to 100%)	conservative	Conservative
7		B-Chim	3751	3976	4126	25.403	10.8						11	USE	Assumed	(26 got to 100%)	(25 got to 100%)					the specific data used was that C-tower legs braced at a 1/11th interval held full load, and measured SFPD BS at 36" was "between 25 and 26.5 grams"
8		C-Chim	3750	3975	4125	40.402	16.7						17	0.546	0.5375	0.546	0.568																																																									INVERSE SQUARE TABLES FOR LADDER WOOD
9						SFPD (single finger push-down value) BS
10						Test Length	1/[prop(of 36)^2]
11	NOTE: !!!					at 10"	12.96	168.5	180.8	183	201.5	226.8	234.6	246.2	249.5	260.5	270.1	272.2	286.8	290.3	294.2	298.1	304.6	311	317.5	322.7	330.5	337	343.4	349.9	359	362.9	374.5	375.8	382.3	388.8	395.3	401.8	408.2	414.7	421.2	427.7	434.2	440.6	447.1	453.6	460.1	466.6	473	479.5	486	492.5	499	509.7	511.9	518.4	524.9	531.4	537.8	544.3	550.8	560.1	563.8	570.2	576.7	583.2	589.7	596.2	602.6	609.1	615.6	622.1		110.2	116.6	123.1	129.6	136.1	142.6	149	155.5	162	168.5	77.8	90.7	103.7	116.6
12	THIS ROW DRIVES ALL OTHER BS ENTRIES BELOW					at 11"	10.711	139.2	149.4	151.2	166.6	187.4	193.9	203.5	206.2	215.3	223.2	224.9	237	239.9	243.1	246.3	251.7	257.1	262.4	266.7	273.1	278.5	283.8	289.2	296.7	299.9	309.5	310.6	316	321.3	326.7	332	337.4	342.7	348.1	353.5	358.8	364.2	369.5	374.9	380.2	385.6	390.9	396.3	401.7	407	412.4	421.3	423.1	428.4	433.8	439.1	444.5	449.9	455.2	462.9	465.9	471.3	476.6	482	487.3	492.7	498	503.4	508.8	514.1		91	96.4	101.8	107.1	112.5	117.8	123.2	128.5	133.9	139.2	64.3	75	85.7	96.4
13						at 12"	9	117	125.6	127.1	140	157.5	162.9	171	173.3	180.9	187.6	189	199.2	201.6	204.3	207	211.5	216	220.5	224.1	229.5	234	238.5	243	249.3	252	260.1	261	265.5	270	274.5	279	283.5	288	292.5	297	301.5	306	310.5	315	319.5	324	328.5	333	337.5	342	346.5	354	355.5	360	364.5	369	373.5	378	382.5	389	391.5	396	400.5	405	409.5	414	418.5	423	427.5	432		76.5	81	85.5	90	94.5	99	103.5	108	112.5	117	54	63	72	81
14	Section 1- Forces on legs (at a 15kg tower load)					at 17"	4.484	58.3	62.6	63.3	69.7	78.5	81.2	85.2	86.3	90.1	93.5	94.2	99.2	100.5	101.8	103.1	105.4	107.6	109.9	111.7	114.4	116.6	118.8	121.1	124.2	125.6	129.6	130	132.3	134.5	136.8	139	141.3	143.5	145.7	148	150.2	152.5	154.7	157	159.2	161.4	163.7	165.9	168.2	170.4	172.7	176.4	177.1	179.4	181.6	183.9	186.1	188.3	190.6	193.8	195.1	197.3	199.6	201.8	204	206.3	208.5	210.8	213	215.3		38.1	40.4	42.6	44.8	47.1	49.3	51.6	53.8	56.1	58.3	26.9	31.4	35.9	40.4
15	These come from a separate table- the force on one leg is 1/4 of the load					at 36"	1	13	13.95	14.12	15.55	17.5	18.1	19	19.25	20.1	20.84	21	22.13	22.4	22.7	23	23.5	24	24.5	24.9	25.5	26	26.5	27	27.7	28	28.9	29	29.5	30	30.5	31	31.5	32	32.5	33	33.5	34	34.5	35	35.5	36	36.5	37	37.5	38	38.5	39.33	39.5	40	40.5	41	41.5	42	42.5	43.22	43.5	44	44.5	45	45.5	46	46.5	47	47.5	48	53.5	8.5	9	9.5	10	10.5	11	11.5	12	12.5	13	6	7	8	9
16	on the tower, times 1 over the cosine of the angle it is leaning in at.					at 48"	0.563	7.3	7.8	7.9	8.7	9.8	10.2	10.7	10.8	11.3	11.7	11.8	12.4	12.6	12.8	12.9	13.2	13.5	13.8	14	14.3	14.6	14.9	15.2	15.6	15.8	16.3	16.3	16.6	16.9	17.2	17.4	17.7	18	18.3	18.6	18.8	19.1	19.4	19.7	20	20.3	20.5	20.8	21.1	21.4	21.7	22.1	22.2	22.5	22.8	23.1	23.3	23.6	23.9	24.3	24.5	24.8	25	25.3	25.6	25.9	26.2	26.4	26.7	27		4.8	5.1	5.3	5.6	5.9	6.2	6.5	6.8	7	7.3	3.4	3.9	4.5	5.1
17	example- C base leg angle= 28.61 degrees; COS of 28.61= 0.8779; 1/0.8779= 1.1391. 1.1391 x 3750 (which is 1/4 of 15000gr)= 4272gr					Section 3 - (calculated) buckling strength (BS) at different stick lengths given a 36" SFPD measurement														The values in ROW 15 drive the table below and alternate length values in this table. You can change value in row 15 for any measured BS you want to see inverse square values
18	Section 4- The actual inverse square tables						This is simply an inverse square calculation (the relationship of BS to length). The values in column G are 1 divided by the proportion (of a 36" stick) squared; example- the 24" value is 1/(24/36)2, which = 2.250																																																																					C	B									B & C
19	Braced segment in-place BS (given measured 36" BS & EL factor)						In other words, if you measure BS at 36 inches, what will it measure at different lengths, assuming the exact same inherent BS in lengths/cases. Measuring at shorter length gets you more precise/accurate measurement.																																																																			BS needed approx=		2150	1700	(fm Structural Analysis Notebook)						BS needed approx=		1500	maybe a bit less
20	Base and Chimney legs below-ladders to the right side of table					36" values from above			NOTE- Using 13 gr SFPD as lower limit- this is approx 0.8gr (for 36" 1/8 x 1/8), which is$4.25 PER STICKfrom Specialized Balsa; a practical limit. 0.7gr/36is $6.95 per stick																																																																	Lower BS values than left side- FOR LADDER AT TOP OF BASE										Even lower values for ladder at top of tower
21									CB 1/6	BB 1/7					BB 1/6	CB 1/5															BB 1/5							CB 1/4																								BB 1/4											CB 1/3
22	BASE LEGS		L (in cm)	Proportion of test length (91.6)	1/prop2	36" SFPD		13	13.95	14.12	15.55	17.5	18.1	19	19.25	20.1	20.84	21	22.1	22.4	22.7	23	23.5	24	24.5	24.9	25.5	26	26.5	27	27.7	28	28.9	29	29.5	30	30.5	31	31.5	32	32.5	33	33.5	34	34.5	35	35.5	36	36.5	37	37.5	38	38.5	39.33	39.5	40	40.5	41	41.5	42	42.5	43.22	43.5	44	44.5	45	45.5	46	46.5	47	47.5	48	53.5	8.5	9	9.5	10	10.5	11	11.5	12	12.5	13	6	7	8	9	0
23		36"	91.6	1	1	36" SFPD x EL factor		7.1	7.6	7.7	8.5	9.6	9.9	10.4	10.5	11	11.4	11.5	12.1	12.2	12.4	12.6	12.8	13.1	13.4	13.6	13.9	14.2	14.5	14.7	15.1	15.3	15.8	15.8	16.1	16.4	16.7	16.9	17.2	17.5	17.7	18	18.3	18.6	18.8	19.1	19.4	19.7	19.9	20.2	20.5	20.7	21	21.5	21.6	21.8	22.1	22.4	22.7	22.9	23.2	23.6	23.8	24	24.3	24.6	24.8	25.1	25.4	25.7	25.9	26.2	29.2	4.6	4.9	5.2	5.5	5.7	6	6.3	6.6	6.8	7.1	3.3	3.8	4.4	4.9
24		C-DIV Leg	22.55	0.246	16.5			117	126	127	140	158	163	171	173	181	188	189	199	202	205	207	212	216	221	224	230	234	239	243	250	252	260	261	266	270	275	279	284	288	293	297	302	306	311	315	320	324	329	333	338	342	347	354	356	360	365	369	374	378	383	389	392	396	401	405	410	414	419	423	428	432	482
25		B-DIV Leg	27.05	0.295	11.47			81	87	88	97	110	113	119	121	126	130	131	139	140	142	144	147	150	153	156	160	163	166	169	173	175	181	182	185	188	191	194	197	200	203	207	210	213	216	219	222	225	229	232	235	238	241	246	247	250	254	257	260	263	266	271	272	275	279	282	285	288	291	294	297	301	335
26		12"	30.53	0.333	9			64	69	69	76	86	89	93	95	99	102	103	109	110	112	113	115	118	120	122	125	128	130	133	136	138	142	143	145	147	150	152	155	157	160	162	165	167	170	172	174	177	179	182	184	187	189	193	194	197	199	201	204	206	209	212	214	216	219	221	224	226	229	231	233	236	263
27		10"	25.44	0.278	12.96			92	99	100	110	124	128	134	136	142	147	149	157	159	161	163	166	170	173	176	180	184	188	191	196	198	205	205	209	212	216	219	223	226	230	234	237	241	244	248	251	255	258	262	265	269	272	278	280	283	287	290	294	297	301	306	308	311	315	318	322	326	329	333	336	340	379
28		C-DIV Leg	22.55	0.246	16.5								163	171	173	181			199	202			212			224	230			243	250		260	261		270	275		284		293	297	302	306	311	315	320		329	333	338	342	347	354	356	360	365	369	374	378	383	389	392	396	401	405	410	414	419	423	428	432	482
29		1/3	7.517	0.082	148.5			1054	1131	1145	1261	1419	1468	1541	1561	1630	1690	1703	1794	1816	1841	1865	1905	1946	1987	2019	2068	2108	2149	2189	2246	2270	2343	2351	2392	2433	2473	2514	2554	2595	2635	2676	2716	2757	2797	2838	2878	2919	2960	3000	3041	3081	3122	3189	3203	3243	3284	3324	3365	3406	3446	3504	3527	3568	3608	3649	3689	3730	3770	3811	3851	3892	4338
30		1/4	5.638	0.062	264.01			1874	2011	2035	2242	2523	2609	2739	2775	2897	3004	3027	3190	3229	3272	3315	3387	3460	3532	3589	3676	3748	3820	3892	3993	4036	4166	4180	4252	4324	4397	4469	4541	4613	4685	4757	4829	4901	4973	5045	5117	5189	5261	5333	5406	5478	5550	5669	5694	5766	5838	5910	5982	6054	6126	6230	6270	6343	6415	6487	6559	6631	6703	6775	6847	6919	7712
31		1/5	4.51	0.049	412.51			2928	3142	3180	3502	3942	4077	4279	4336	4527	4694	4730	4984	5045	5113	5180	5293	5406	5518	5608	5743	5856	5969	6081	6239	6307	6509	6532	6644	6757	6870	6982	7095	7207	7320	7433	7545	7658	7771	7883	7996	8108	8221	8334	8446	8559	8671	8858	8897	9009	9122	9235	9347	9460	9572	9735	9798	9910	10023	10135	10248	10361	10473	10586	10699	10811	12050
32		1/6	3.758	0.041	594.02			4216	4524	4580	5043	5676
33
34	Ladder at top of base(5/32)	same B & C	4.71	0.051	378.22																																																																					1755	1859	1962	2065	2168	2272	2375	2478	2581	2685
35
36		B-DIV Leg	27.05	0.295	11.47			81	87	88	97	110	113	119	121	126	130	131	139	140	142	144	147	150	153	156	160	163	166	169	173	175	181	182	185	188	191	194	197	200	203	207	210	213	216	219	222	225	229	232	235	238	241	246	247	250	254	257	260	263	266	271	272	275	279	282	285	288	291	294	297	301	335
37		1/4	6.76	0.074	183.47			1302	1397	1415	1558	1753	1813	1903	1928	2014	2088	2104	2217	2244	2274	2304	2354	2404	2454	2494	2555	2605	2655	2705	2775	2805	2895	2905	2955	3005	3055	3105	3156	3206	3256	3306	3356	3406	3456	3506	3556	3606	3656	3707	3757	3807	3857	3940	3957	4007	4057	4107	4157	4207	4258	4330	4358	4408	4458	4508	4558	4608	4658	4708	4758	4809	5359
38		1/5	5.41	0.059	286.68			2035	2184	2210	2434	2739	2833	2974	3013	3146	3262	3287	3464	3506	3553	3600	3678	3757	3835	3898	3991	4070	4148	4226	4336	4383	4524	4539	4618	4696	4774	4852	4931	5009	5087	5165	5244	5322	5400	5478	5557	5635	5713	5791	5870	5948	6026	6156	6183	6261	6339	6418	6496	6574	6652	6765	6809	6887	6965	7044	7122	7200	7279	7357	7435	7513	8374
39		1/6	4.51	0.049	412.82			2930	3144	3183	3505	3944	4080	4283	4339	4531	4697	4733	4988	5049	5117	5184	5297	5410	5522	5612	5748	5860	5973	6086	6244	6311	6514	6537	6649	6762	6875	6987	7100	7213	7325	7438	7551	7664	7776	7889	8002	8114	8227	8340	8452	8565	8678	8865	8903	9016	9129	9241	9354	9467	9579	9742	9805	9918	10030	10143	10256	10368	10481	10594	10706	10819	12059
40		1/7	3.86	0.042	561.89			3988	4280	4332	4771	5369
41	THESE VALUES ARE			1/8-36"	STICK WGT(Gr)	For Trendline			0.75	0.77					0.89	0.91															1.11							1.19																								1.55				3.43	3.51	3.53	3.66	3.73	3.78	3.84	1.8	3.93	3.93	3.93	3.84	3.84	3.84	3.84	3.84	3.84	3.84			B & C
42	DRIVEN FROM THE				= Gr/cm				0.0082	0.0084					0.0097	0.0099															0.0121		0	0		0	0	0.013	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0.0169	0	0	0	0.0374	0.0383	0.0385	0.04	0.0407	0.0413	0.0419	0.0197	0.0429	0.0429	0.0429	0.0419	0.0419	0.0419	0.0419	0.0419	0.0419	0.0419	BS needed approx=		1500	maybe a bit less
43	COMPARISON			1/8-36"	STICK WGT(Gr)				0.63	0.65					0.8	0.84															0.97							1.04																								1.36											1.6
44	TABLES BELOW				= Gr/cm	For Best			0.0069	0.0071					0.0087	0.0092															0.0106							0.0114	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0.0148	0	0	0	0	0	0	0	0	0	0	0.0175	0	0	0	0	0	0	0	0
45	For all 4 legs:	108.2	cm		= Leg weight of				1.69	1.73					2	2.05				0	0	0	0		0	0	0	0	0	0	2.5		0	0		0	0	2.68	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	3.49	0	0	0	7.72	7.9	7.95	8.24	8.4	8.51	8.64	4.05	8.85	8.85	8.85	8.64	8.64	8.64	8.64	8.64	8.64	8.64	Even lower values for ladder at top of tower
46		90.2	cm						2.01	2.06					2.38	2.44				0	0	0	0		0	0	0	0	0	0	2.97		0	0		0	0	3.19	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0
47											BC 1/6	CC 1/9							CC 1/8	BC 1/5													CC 1/7													BC 1/4								CC 1/6
48	CHIMNEY LEGS		L (in cm)	Proportion of test length (91.6)	1/prop2	36" SFPD		13	14	14.1	15.55	17.5	18.1	19	19.3	20.1	20.8	21	22.13	22.4	22.7	23	23.5	24	24.5	24.9	25.5	26	26.5	27	27.7	28	28.9	29	29.5	30	30.5	31	31.5	32	32.5	33	33.5	34	34.5	35	35.5	36	36.5	37	37.5	38	38.5	39.33	39.5	40	40.5	41	41.5	42	42.5	43.2	43.5	44	44.5	45	45.5	46	46.5	47	47.5	48	53.5											6	7	8	9
49		36"	91.6	1	1	36" SFPD x EL factor		7.1	7.6	7.7	8.5	9.6	9.9	10.4	10.5	11	11.4	11.5	12.1	12.2	12.4	12.6	12.8	13.1	13.4	13.6	13.9	14.2	14.5	14.7	15.1	15.3	15.8	15.8	16.1	16.4	16.7	16.9	17.2	17.5	17.7	18	18.3	18.6	18.8	19.1	19.4	19.7	19.9	20.2	20.5	20.7	21	21.5	21.6	21.8	22.1	22.4	22.7	22.9	23.2	23.6	23.8	24	24.3	24.6	24.8	25.1	25.4	25.7	25.9	26.2	29.2											3.3	3.8	4.4	4.9
50		C-DIV Leg	40.402	0.441	5.14			36	39	40	44	49	51	53	54	56	58	59	62	63	64	65	66	67	69	70	72	73	74	76	78	79	81	81	83	84	86	87	88	90	91	93	94	95	97	98	100	101	102	104	105	107	108	110	111	112	114	115	116	118	119	121	122	123	125	126	128	129	131	132	133	135	150
51		B-DIV Leg	25.403	0.277	13			92	99	100	110	124	128	135	137	143	148	149	157	159	161	163	167	170	174	177	181	185	188	192	197	199	205	206	209	213	217	220	224	227	231	234	238	241	245	248	252	256	259	263	266	270	273	279	280	284	288	291	295	298	302	307	309	312	316	319	323	327	330	334	337	341	380
52		11"	27.99	0.306	10.71			76	82	83	91	102	106	111	113	118	122	123	129	131	133	135	137	140	143	146	149	152	155	158	162	164	169	170	173	175	178	181	184	187	190	193	196	199	202	205	208	211	213	216	219	222	225	230	231	234	237	240	243	246	249	253	254	257	260	263	266	269	272	275	278	281	313
53		17"	43.26
54		C-DIV Leg	40.402	0.441	5.14			36	39	40	44	49	51	53	54	56	58	59	62	63	64	65	66	67	69	70	72	73	74	76	78	79	81	81	83	84	86	87	88	90	91	93	94	95	97	98	100	101	102	104	105	107	108	110	111	112	114	115	116	118	119	121	122	123	125	126	128	129	131	132	133	135	150
55		1/5	8.08	0.088	128.51			912	979	991	1091	1228	1270	1333	1351	1410	1462	1473	1553	1572	1593	1614	1649	1684	1719	1747	1789	1824	1859	1894	1944	1965	2028	2035	2070	2105	2140	2175	2210	2245	2280	2315	2351	2386	2421	2456	2491	2526	2561	2596	2631	2666	2701	2760	2772	2807	2842	2877	2912	2947	2982	3033	3052	3087	3122	3157	3192	3228	3263	3298	3333	3368
56		1/6	6.734	0.074	185.05			1313	1409	1427	1571	1768	1829	1920	1945	2031	2106	2122	2236	2263	2294	2324	2374	2425	2475	2516	2576	2627	2677	2728	2799	2829	2920	2930	2981	3031	3082	3132	3183	3233	3284	3334	3385	3435	3486	3536	3587	3637	3688	3738	3789	3839	3890	3974	3991	4041	4092	4143	4193	4244	4294	4367	4395	4446	4496	4547	4597	4648	4698	4749	4799	4850
57		1/7	5.772	0.063	251.87			1788	1918	1942	2138	2407	2489	2613	2647	2764	2866	2888	3043	3081	3122	3163	3232	3301	3369	3424	3507	3576	3644	3713	3809	3851	3974	3988	4057	4126	4194	4263	4332	4401	4469	4538	4607	4676	4745	4813	4882	4951	5020	5088	5157	5226	5295	5409	5432	5501	5570	5638	5707	5776	5845	5944	5982	6051	6120	6189	6257	6326	6395	6464	6532	6601
58		1/8	5.05	0.055	328.98			2335	2506	2536	2793	3143	3251	3413	3458	3610	3743	3772	3975	4024	4077	4131	4221	4311	4401	4473	4580	4670	4760	4850	4976	5029	5191	5209	5299	5389	5478	5568	5658	5748	5838	5928	6017	6107	6197	6287	6377	6466	6556	6646	6736	6826	6915	7065	7095	7185	7275	7364	7454	7544	7634	7763	7814	7903	7993	8083	8173	8263	8352	8442	8532	8622
59		1/9	4.489	0.049	416.36			2955	3171	3210	3535	3978	4115	4319	4376	4569	4738
60
61
62		B-DIV Leg	25.403	0.277	13			92	99	100	110	124	128	135	137	143	148	149	157	159	161	163	167	170	174	177	181	185	188	192	197	199	205	206	209	213	217	220	224	227	231	234	238	241	245	248	252	256	259	263	266	270	273	279	280	284	288	291	295	298	302	307	309	312	316	319	323	327	330	334	337	341	380
63		1/3	8.47	0.092	117.02			831	891	902	994	1118	1156	1214	1230	1284	1332	1342	1414	1431	1450	1470	1501	1533	1565	1591	1629	1661	1693	1725	1770	1789	1847	1853	1885	1917	1949	1981	2013	2045	2077	2108	2140	2172	2204	2236	2268	2300	2332	2364	2396	2428	2460	2513	2524	2556	2588	2620	2652	2684	2715	2761	2779	2811	2843	2875	2907	2939	2971	3003	3035	3067	3418
64		1/4	6.35	0.069	208.04			1477	1585	1604	1766	1988	2056	2158	2187	2283	2367	2385	2514	2544	2578	2613	2669	2726	2783	2828	2897	2953	3010	3067	3146	3180	3283	3294	3351	3408	3464	3521	3578	3635	3692	3748	3805	3862	3919	3976	4032	4089	4146	4203	4260	4316	4373	4467	4487	4544	4600	4657	4714	4771	4828	4909	4941	4998	5055	5111	5168	5225	5282	5339	5395	5452	6077
65		1/5	5.08	0.055	325.06			2307	2476	2506	2760	3106	3212	3372	3417	3567	3699	3727	3928	3976	4029	4082	4171	4260	4348	4419	4526	4615	4703	4792	4916	4969	5129	5147	5236	5324	5413	5502	5591	5679	5768	5857	5946	6034	6123	6212	6301	6389	6478	6567	6656	6744	6833	6980	7011	7099	7188	7277	7365	7454	7543	7671	7720	7809	7898	7987	8075	8164	8253	8342	8430	8519	9495
66		1/6	4.23	0.046	468.08			3322	3565	3609	3974	4473	4626	4856	4920	5137	5326	5367	5656	5725	5802	5878	6006	6134	6262	6364	6517	6645	6773	6900	7079	7156	7386	7412	7539	7667	7795	7923	8051	8178	8306	8434	8562	8690	8817	8945	9073	9201	9328	9456	9584	9712	9840	10052	10095	10223	10351	10479	10606	10734	10862	11046	11117	11245	11373	11501	11629	11756	11884	12012	12140	12268	13673
67		1/7	3.63	0.04	637.11			4522	4853	4912	5409	6088	6296	6609	6696	6992	7249
68	THESE VALUES ARE			1/8-36"	STICK WGT(Gr)	For Trendline			0.75	0.77	0.8	0.85			0.89	0.91			0.94	0.95											1.11		1.17					1.19								1.3								1.41					2.93	3.01	3.08	1.55	3.24	3.29	3.37	3.43	3.51	3.53	3.66	3.73	3.78	3.84	3.93											3.84	3.84	3.84	3.84
69	DRIVEN FROM THE				= Gr/cm				0.0082	0.0084	0.0087	0.0093	0	0	0.0097	0.0099	0	0	0.0103	0.0104	0	0	0	0	0	0	0	0	0	0	0.0121	0	0.0128	0	0	0	0	0.013	0	0	0	0	0	0	0	0.0142	0	0	0	0	0	0	0	0.0154	0	0	0	0	0.032	0.0329	0.0336	0.0169	0.0354	0.0359	0.0368	0.0374	0.0383	0.0385	0.04	0.0407	0.0413	0.0419	0.0429											0.0419	0.0419	0.0419	0.0419
70	COMPARISON			1/8-36"	STICK WGT(Gr)				0.63	0.65	0.7	0.75			0.8	0.84			0.83	0.84											0.97		1.02					1.04								1.13								1.25								1.36
71	TABLES BELOW				= Gr/cm	For Best			0.0069	0.0071	0.0076	0.0082			0.0087	0.0092			0.0091	0.0092	0	0	0	0	0	0	0	0	0	0	0.0106	0	0.0111	0	0	0	0	0.0114	0	0	0	0	0	0	0	0.0123	0	0	0	0	0	0	0	0.0136	0	0	0	0	0			0.0148
72	For all 4 legs:	101.61	cm		= Leg weight of						0.89	0.94	0	0	0.99	1.01	0	0	1.04	2.14	0	0	0	0	0	0	0	0	0	0	1.23	0	1.3	0	0	0	0	1.32	0	0	0	0	0	0	0	2.93	0	0	0	0	0	0	0	3.17	0	0	0	0	6.6	6.78	6.93	3.49	7.29	7.41	7.59	7.72	7.9	7.95	8.24	8.4	8.51	8.64	8.85											8.64	8.64	8.64	8.64
73		161.61	cm								1.41	1.5	0	0	1.57	1.61	0	0	1.66	2.54	0	0	0	0	0	0	0	0	0	0	1.96	0	2.06	0	0	0	0	2.1	0	0	0	0	0	0	0	3.48	0	0	0	0	0	0	0	3.78	0	0	0	0
74
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