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Title:
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JobNo: 02/0*0/0 l
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l 3 t~/
i JM-30SL-12 30x61/4x1 1/4 Corrug. 1.787 0.0189- +.44- ) 2.10 Trough 12 GA. Sidera11 ,
JM-24SL-12 24x61/4x1 1/4 Corrug.
Trough 12 GA. Sidera11 1.787 0.0157 b 2.10 s
i.84 g JM-185L-12 18x6 1/4x1 1/4 Corrug. 1.285 0.0062 ihtf- 1.439 Trough 14 GA. Sidera11 GG-36SL-12-06 36x4x1 1/4 Ladder 1.316 0.0151
- 7. I,8 hM % 2.53 12 GA. Sidera11 GG-30SL-12-06 30x4x1 1/4 Ladder 1.316 0.0144 A. e t y 2.53 9-6t 12 GA. Sidera11 z.20 GG-24SL-12-06 24x4x1 1/4 Ladder 0.949 0.0069 4:57 > 1.63 14 GA. Sidera11 r.46 GG-185L-12-06 18x4x1 1/4 Ladder 0.949 0.0062 -69 ) 1.,63 14 GA. Siderail 8G-12SL-12-06 12x4x13/16 Ladder 0.658 0.0033 1.5a 6-09 p
0.813 16 GA. Sidera11
~
1.T o GG-06SL-12-06 6x4x13/16 Ladder 0.658 0.0026 hee > 0.813 16 GA. Sidera11 . -
GF-36SL-12 36x4x1 1/4 Corrug. 1.316 0.0157 3 41 ket
% 2.07 Trough 12 SA. Siderail
}-- .
- Tus co
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CYPRUSTRAYPROPE8T$ES(Cont.)
~
Cyprus (in2) (in4)
Tray -
Cat. No. Description Ax Inx Iyy Izz
. 9.12 GF-30SL-12 30x4x1 1/4 Corrug. .1.316 0.0149 -h4+ N 2.07 Trough 12 GA. Sidera11 4.46 GF-24SL-12 24x4x1 1/4 Corrug. 1.316 0.0142 6 M @ 2.07 Trough 12 GA. Siderail fil7 GF-185L-12 18x4x1 1/4 Corrug. 0.949 0.0047 frM ) 1.288 Trough 14 GA. Sidera11 144 %
GF-12SL-12 12x4x1 1/4 Corrug. 0.949 0.0046 h48 1.288 =
Trough 14 GA.
0,I,66 %
GF-06SL-12 6x4x13/16 Corrug. 0.650 0.0021 ht4 0.83k Trough 16 GA. Siderail y Notes:
- 1. All ladders have 16 GA. rungs. -
-? _ Prr 2rr ^.; rf .". :n :r-_" 9"- +a A=
x
~
~
} berflG d4% WW 41<l6(0 CA6 W r2 M M.C s' AHGEN 7/tr/rt
^
. Z fit- Yf ' ff8(s 14L e 4.n J,,; /:: hoht ; 9*7SG: 64W 3hl%
w hJFW:~ " Joe no etI e - 0 40 m h
, s ,, ,. . ==. ,; m == ; h -
u c w-os . +
/1 r
_a
TABLE 3: CYPRUS TRAY PROPERTIES (NOTE 1) 33333338888533333333333333333358 3E333883s3333333 3a------833333333333333333333a333333
- 1 I AREA i INERTIA (IN 4) !
CATALO6lluRKR DESCRIPTION I : -- ---- ----- I
- I As (IN) i I:s i lyy i irt :
- 1. u u u = ...I S..... .. =S. ..- = - .... = = ==S .. =l 1 JR-06SL-12-CP ! 616.25I1.25 CORRUGATED 1 1.205 0.00584 ! !.521 1.44 I I I TROUGH 14 64. SIDE RAIL I ! I i !
- -_ ..+ _ __. + .+_. + __.. .
! 61-12SL-12-04-CP I 1216.25I1.25 LADDER ~ l 1.787 l g t 4.38 i 2.32 ?
1 12 6A. SIDE RAIL i 1 I I l_ . + . . . . . _ _
. . + . . _ . + 0016% ;
- 61-1BSL-12-06-CP 1 1816.2511.25 LADDER ! 1.787 1 0.01692 1 3.89 1 2.32 l l l 12 64. SIDF RAll l l l I l 3.. . + ..._ _ __ .+ __.___.+.. .__+ ___ ____.. .__;
! ! 61-24SL-12-06-CP ! 2416.2511.25 LADGER I 1.787 l 0.0176 1 4.19 1 2.32 1
- 12 64. SIDE RAIL 1 i :
- ___.. +_ ._ _ . +_. . ,__ ..;
i ! 6!-36SL-12-06-CP I 3616.2511.25 LADDER I 1.787 1 0.01896 1 3.27 l 2.32 1 1 12 64. SIDE RAIL i I l l 3333333333333333333333333333333888853d3388888833333 8388E35333888333333333533333335833 NOTE 1: Irr MORENT OF INERTIA WERE EITRAPOLATED FROMJRolfCAt'.E TRAYS WITH THE SAME SIZE OF SIDER 4!LS.
l' l
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- 3. 1%r Oss hy
- ) GG - JoSt. 04 - C P /?ct /; t<A'd' i
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e) 6 Cr - 17St - /Z -o6 -Cp, // w , 2.
1// 4/?2 d) d L - 3ost - Z ?
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lll1//1 i )Gf -l 4Si Cp , //ea / ,'
4, BlopssG orsigg of n/stoso syys; jrsuerugs.s S le77arit MOtr7 RE &Al t AKp 79 48 6SD%2 8 St G IMP &2'l 64f. 4 H-/4, A%Wl61o^/ I TWA >'.
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CA8LA TKRY TES T/M ce, rA?nusvgAssa L on os c6
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( )
Tray Incrtia Valuan A hhef one, h / 31-Oct-85 I 1.1 Section Name: GI-30SL Load: Vertical ks) w1 delta 1 w2 delta 2 w3 delta 3 11 I2 I3 100 0.156 100 0.142 100 0.130 2.003 2'200
. 2.403 200 0.306 200 0.297 200 0.294 2.042 2.104 2.125 300 0.453 300 0.426 300 0.419 2.069 2.200 2.237 1 400 0.561 400 0.581 400 0.570 2.227 2.151 2.192 I 500 0.712 500 0.700 500 0.687 2.194 2.231 '2.274 !
600 0.825 600 0.809 600 0.793 2.272 2.317 2.364 l 700 0.943 700 0.928 700 0.908 2.319 2.357 2.408 800 1.089 800 1.053 800 1.026 2.295 2.373 2.436 900 1.237 900 1.192 900 1.159 2.273 2.359 2.426 1000' 1.442 1000 1.398 .1000 1.360
~
2.166 2.235 2.297
[ 1100 1Y694 1100 1.6 1100 1.595 2.029 2.093 2.155 7',, ,,g, 1200 1.991 1200 1.9 11200 1.852 1.883 1.968 2.024 1294 collaps 1300' 2.340' 1300 2.283 ERR 1.736 1.779
~: 1309 co11aps~ '1333 collapse m
Average Ikertiathruw=900#/ft 2.254 (calc}/fs Standard Deviation 0.1060 Variance 0.0112
_________________tL__________________ ___ ___________ =--- __
1.2 Section Na'me: GI-30SL-12 Load: Horizontal w1 del'tal w2 delta 2 w3 delta 3 11 12 I3 75 0.136 75 0.131 75 0.126 1.723 1.789 1.860 150 150 I
0 150 225 300 0.231 0.327 0.436 225 300 0.227 0.320 0.428 225 300 0.220 0.311 0.416 2.029 2.150 2.150 2.064 2.197 2.190 2.130 2.260 2.253 375 0.530 375 0.523 375 0.508 2.210 2.240 2.306
- 450 0.612 450 0.602 450 0.585 2.297 2.335 2.403
( 525 0.708 525 0.694 525 0.673 2.317 2.363 2.437 1 600 0.779 600 0.768 600 0.741 2.406 2.441 2.530 675 0.843 675 0.831 675 0.799 2.501 2.538 2.639 750 0.920 750 0.905 750 0.870 2.547 2.589 2.693 825 0.986 825 0.969 825 0.928 2.614 2.660 2.777 900 1.062 900 1.046 900 0.996 2.648 2.688 2.823 975 1.145 975 1.117 975 1.059 2.660 2.727 2.876 1050 1.214 1050 1.239 .1050 1.175 2.575 2.648 2.792 1125 11361 1125 1.317 "1125 1.248 2.582 2.669 2.816 1200 1'.-514 1200 1.458 ~~1200 1.380 2.476 2.571 2.717 1275 1.if16 1275 1.647 1275 1.559 2.321 2.418 2.555 1350 11956 1350 1.873 '1350 1.771 2.156 2.252 2.381 1412 collaps 1425 co11 aps '1425 2.015 ERR ERR 2.209
[" 1477 collapse ERR Average Ine'tia r thru w = 825 #/ft 2.322 Standard Deviation 0.2522 Variance , O.0636 4e o J * ~ , ~ ~r 2.'1(" Section Name: JN-36SL-12 doAd: Ve'$tical O '__
w1 100 deltal 0.197 w2 100 delta 2 ' 'w3 0.194 L : "100 Jo.'197 delta 3 Il 1.586 I2 1.610 13 1.586 200 0.'371 200 0.373 5 200 0.~378 1.684 1.675 1.653 300 0.[525 300 0.529 $lj3OO O.536 1.785 1.772 1.749
<- 400 0.652,.
400 0.658 u s_400; O.668 1.917 1.899 1.871
' By: MN [/J ' " '
bd( 4, M #* f/f. Page 1 of 12
( )
Tray Insrtia Voluss 31-Oct-85 500 0.770 500 0.783 500 O_.797 2.029 1.995 1.960 4
0- 600 0.878 700 0.971 600 700 0.890 0.984 600 700 0.908 1.005 2.135 2.252 2.106 2'.222 2.064 2.176 800 1.100 800 1.114 800 1.139 2.272 2.243 2.194 900 1.267 900 1.285 900 1.319 2.219 2.188 2.132 1000 1.478 1000 1.501 1000 1.542 2.114 2.081 2.026 1100 1.682 1100 1.700 1100 1.757 2.043 2.012 1.956 1200 1.964 1200 1.994 1200 2.063 1.909 1.880 1.817 1291 collaps 1289 collaps 1275 co laps ERR ERR ERR Average Inertia thru w = 900 #/ft '4 i
1.962 Standard Deviati6n 42' O. 23OO -
Variance 2n" ~ CE 'O.0529 i, :. y ap
. .,. ys -
2.2 Section Name: JM 2 36SL-12 Load: Horizontal w1 deltal w2 delta 2 w3 delta 3 II I2 I3 100 0.093 5100 0.091 100 0.~O97 3.359 3.433 3.221 200 0.187 2200 0.184 200 0.201 3.341 3.396 3.109 300 0.319 M300 0.313 300 0.340 2.938 2.994 2.757 400 0.432 '400 0.426 400 OJ462 2.893 2.933 2.705 500 0.526 500 0.518 500 0.583 2.970 3.016 2.679 600 0.662 600 0.653 600 0.689 2.831 2.871 2.721 700 0.804 2.800 700 0.781 700 0.765 2.859 2.720 800 0.859 800 0.842 800 0.900 2.909 2.968 2.777 900 0.989 900 0.960 900 1.026 2.843 2.929 2.740 N 1000 1.098 1000 1.052 1000 1.151 2.845 2.970 2.714 1100 1.227 1100 1.185 1100 1.295 2.801 2.900 2.654 1200 1.396 1200 1.329 1200 1.491 2.685 2.821 2.514 l
1300 1.617 1300 1.53 1300 1.716 2.512 2.654 2.367 1362 collaps 1400 1.794 1327 collaps ERR 2.438 ERR l
1418 collapse ERR Average Inertia thru w = 900 #/ft 2.952 Standard Deviation 0.2234 Variance 0.0499
-- -- _-------- ------ = = - - - - - - __
===-
3.1 Section Name: JM-306L-12 Load: Horizontal w1 deltal w2 delta 2 w3 delta 3 I1 12 13 100 0.072 100 0.068 100 0.059 4.339 4.594 5.295 200 0.169 200 0.148 200 0.140 3.697 4.222 4.463 300 0.276 300 0.255 300 0.247 3.396 3.675 3.794 l 400 0.393 400 0.367 400 0.349 3.180 3.405 3.581 -
500 0.456 3.143 3.247 500 0.497 500 0.481 3.426 l 600 0.631 600 0.603 600 0.590 2.971 3.109 3.177
! 700 0.748 700 0.719 700 0 2.924 3.042 3.138
! 800 0.832 800 0.002 800 Y 697O 74) I3.OO4 3.116 3.419 900 0.944 '900 0.900 900 0.854 2.978 3.124 3.292 1000 1.046 1000 0.998 1000 0.972 2.987 3.130 3.214
- 1'100 1.167 1'100 1.117 1100 13693 12f945 3.077 3.144
- 1200 1.312 1200 1.264 1200 ijt06 2.857 2.966 3.109 O >1300 1.509 1300 1389 collaps 1400 ,1.671 1.44 1300 1.478 2.691 2.820 1400 1 604 ERR 2.617 2.748 2.727 1414 collaps 1421co}llapse l
l ERR ERR EAF G '3
$UCg OVer 6 hSD%O MY n f.e lC e $O ny Char i n $At!h 4 YC *
+ sy: /2# /o/3//13 t'% chk: A . h //. r.s e Page 2 of 12
s )
Troy Incrtie Valuso 31-Oct-85
<- Average Inertia thru w = 700 #/ft 3.280
( Standard Deviation 0.2492 Variance 0.1684
- - - - - - - - - - - - - - - = - - - - - - - - = _- _ -----------------------------------
4.1 Section Name: JM-24SL-12 Load: Horizontal w1 deltal w2 delta 2 w3 delta 3 11 I2 I3 100 0.045 100 0.048 100 0.055 6.942 6.508 5.680 200 0.130 200 0.136 200 0.149 4.806 4.594 4.193 300 0.234 300 0.243 300 0.250 4.005 3.857 3.749 400 0.331 400 0.350 400 0.359 3.775 3.570 3.481 500 0.396 500 0.451 500 0.472 3.945 3.463 3.309 600 0.548 600 0.576 600 0.596 3.421 3.254 3.145 700 0.639 700 0.668 700 0.699 3.422 3.274 3.129 800 0.732 000 0.760 800 0.793 3.414 3.288 3.152 900 0.820 900 0.847 '
900 0.890 3.427 3.320 3.159 1000 0.909 1000 0.941 1000 0.988 3.437 3.320 3.162 1100 1.004 1100 1.049 1100 1.105 3.423 3.276 3.110 1200 1.108 1200 1.1'65 1200 1.219 3.383 3.218 3.075 1300 1.26 1300 1.331 1300 1.402 3.223 3.051 2.897 1400 1.435 1400 1.537 1400 1.652 3.048 2.846 2.648 1500 1.681 1497 coll'aps 1438 collaps 2.788 ERR ERR 1526 collapse ERR Average Inertia w = 200 to 1100 #/ft 3.529 Standard Deviation O.4161 i Variance 0.1731
== =-- =_ -- ---------_ --------------------=__- - - - - _ - - -
5.1 Section Name: JM-185L-12 Load: Vertical w1 deltal w2 delta 2 w3 delta 3 I1 I2 13 100 0.271 100 0.247 100 0.394 1.153 1.265 0.793 200 0.502 200 0.493 200 0.510 1.245 1.267 1.225 300 0.697 300 0.670 300 0.712 1.345 1.399 1.316 400 0.873 400 0.834 400 0.898 1.431 1.498 1.392 l 500 1.091 500 1.046 500 1.131 1.432 1.493 1.381 600 1.348 600 1.301 600 1.385 1.391 1.441 1.353 700 1.659 700 1.607 700 1.722 1.318 1.361 1.270 779 collpas 791 collpas' 746 collpas ERR ERR ERR Average Inertia thru w = 600 #/ft 1.323 Standard Deviation 0.1580 Variance 0.0250 l
l 5.2 Section Name: JM-18SL-12 Load: Horizontal w1 delta 1 w2 delta 2 w3 delta 3 I1 I2 13 100 0.152 100 0.168 100 0.096 2.055 1.860 3.254 200 0.306 200 0.322 200 0.361 2.042 1.940 1.731 300 0.489 300 0.504 300 0.538 1.917 1.860 1.742 400 0.636 400 0.686 '
400 0.711 1.'965 '1.822 1.758 500 0.841 500 0.881 500 0.916 1.857 ~.773 1 1.705 O t 600 1.056 700 1.284 600 1.093 700 1.324 600 700 1.120 1.387 1.775 1.'703 1.715 1.652 1.674 1.577 800' 1.590 800 1.619 800 1.692 1.572 1.544 1.477
- - 869 co11sps 839 collaps 821 collaps ' ERR ERR ERR By: / M / / Chk: A %
- . f. 8 G * - Page 3 of 12
)
Troy Incrtia Voluno 31-Oct-85 O Average Inertia thru w = 500 #/ft Standard Deviation Variance 1.843 0.1017 0.0103 6.1 Section Name: GG-36SL-12-06 Load: Vertical w1 deltal w2 delta 2 w3 delta 3 I1 I2 13 50 0.046 50 0.043 50 0.040 3.396 3.633 3.905 100 0.103 100 0.098 100 0.094 3.033 3.188 3.323 150 0.158 150 0.146 150 0.139 2.966 3.210 3.371 200 0.227 200 0.219 200 0.202 2.752 2.853 3.093 250 0.278 250 0.282 2NK) 0.276 2.809 2.770 2.830 300 0.359 300 0.345 300 0.335 2.611 2.717 2.798 350 0.424 350 0.415 _350 0.403 2.579 2.635 2.713 400 0.511 ,'1400 0.493 ,400 0.478 2.445 2.535 2.614 450 0.583 ~450 0.572 450 0.567 2.411 2.458 2.479 6 500 0.665 500 0.657 500 0.634 2.349 2.378 2.464 550 0.759 550 0.734 550 .O.716 2.264 2.341 2.400 600 0.838 600 0.811 600 0.77,9 2.237 2.311 2.406 650 0.937 650 0.913 650 0.864 2.167 2.224 2.350 700 1.059 700 0.996 700 0.961 2.065 2.196 2.276 750 1.157 750 1.104 .750 1.068 2.025 2.122 2.194 800 1.273 800 1.227 800 1.203 1.963 2.037 2.078 850 1.428 850 1.366 850 1.321 1.860 1.944 2.010 gg. yyj g 900 1.63 g 900 1.529 900 1.472 1.722 1.839 1.910 age,g I sw950 1. 950 1.768 950 1.660 1.579 1.679 1.788 O .. e x - 981 collaps 991 collaps 997.5 collaps ERR ERR ERR f Average Inertia w = 100 to 550 #/ft 2.713 l Standard Deviation 0.3026 Variance O.1861
_---- -- --- --____ ===-- - --- -__---__------==----- =--_--_-
6.2 Section Name: GG-36SL-12-06 Load: Horizontal w1 deltal w2 delta 2 w3 delta 3 I1 I2 13 135 0.119 135 0.122. 135 0.106 3.544 3.457 3.979 180 0.169 180 0.174 180 0.149 3.327 3.232 3.774 225 0.217 ~225 0.229 225 ,0.201 3.239 3.069 3.497 270 0.276 270 0.291 270 0.248 3.056 2.899 3.401 l
315 0.302 315 0.309 315 0.282 3.259 3.185 3.490 360 0.323 360 0.335 360 0.304 3.482 3.357 3.700 405 0.354 ~405 0.369 405 0.323 3.574 3.429 3.917 450 0.387 450 0.402 450 0.357 3.633 3.497 3.938 495 0.404 495 0.418 495 0.380 3.828 3.700 4.070 540 0.430 540 0.450 540 0.408 3.923 3.749 4.135 585 0.474 585 0.506 585 0.441 3.856 3.612 4.144 630 0.513 .630 0.529 630 0.493 3.837 3.721 3.992 675 0.557 675 0.587 675 0.511 3.786 3.592 4.127
, ,,720 0.601 g,73 720 0.628 720 .O.562 3.743 3.582 4.002
- .765 0.706 3.385
()
765 0.665 765 0.605 3.594 3.950
- 810 0.758 1, _810 0.798 810 0.701 3.338 3.171 3.610
,855 0.847 p55 0.897 855 0.794 3.154 2.978 3.364
,900 0.956 _900 1.014 900 0.899 2.941 2.773 3.128
'945 1.106 y ;9,45 1.181 qa945 1.023 2.669 2.500 2.886 '
sy: /S #[u 5
- g. ,
.Chk: A, M ll, f. 8 f. Page 4 of 12
1 E. ] !
Trey In:rtia Veluse 31-Oct-85 4
990 1.318 990 1.429 990 1.207 2.347 2.164 2.562
\ 1035 1.582 1035 1.680 1035 1.442 2.044 1.925 2.242 1080 1.911 1077 collaps 1080 1.704 1.766 ERR 1.980 1083 collapse 1116 collaps ERR ERR l Average Inertia thru w = 720 #/ft 3.673 Standard Deviation 0.3048 Variance 0.0929 7.1 Section Name: GG-24SL-12-06 Load: Vertical l
! w1 deltal w2 delta 2 Il I2 !
l 40 0.091 40 0.097 11.373 1.298 ~. 7 l i
80 0.167 80 0.174 1.497 1.436 ~ f: {
120 0.226 120 0;234 nl.659 1.602 4.. '
160 0.313 160 0.331 1.597 1.510 e . j 200 0.382 200 0.404 1.636 1.547 ' ' !
240 0.457 240 0.480 1.641 1.562 u l 280 0.529 280 0.562 1.654 1.556 -
320 0.590 320 0.619 1.694 1.6154 l 360 0.669 360 0.680 1.681 1.654 ~ i 400 0.772 400 0.796 1.619 1.570 4 l 440 0.867 440 0.882 1.585 1.550'1 , I 480 0.965 400 0.993 1.554 1.510 ~.
, 520 1.099 520 1.121 1.478 1.449 l l 560 1.223 560 1.268 1.430 1.380 i 600 1.371 600 1.429 1.367 1.312 O- 640 1.554 640 1.662 1.287 1.203 1
675 collaps 666 collaps ERR ERR Average Inertia thru w = 440 #/ft 1.570 Standard Deviation 0.0980 Variance 0.0096 7.2 Section Name: GG-24SL-12-06 Load: Horizontal w1 delta 1 w2 delta 2 11 I2 37.5 0.081 37.5 0.080 1.446 1.464 i 75.0 0.133 75.0 0.128 61.762 1.831 ..A 112.5 0.192 112.5 0.176 1.831 1.997 ..C 150.0 0.240 150.0 0.219 1.953 2.140 2.4 187.5 0.298 187.5 0.290 1.966 2.020 J.
225.0 0.334 225.0 0.313 2.105 2.246 :.s.
262.5 0.370 262.5 0.349 2.216 2.350 - ~'
300.0 0.402 300.0 0.374 2.331 2.506 - '
337.5 0.429 337.5 0.417 2.458 2.528 7 ~
375.0 0.476 375.0 0.451 2.461 2.598 _ -
412.5 0.535 412.5 0.502 2.409 2.567 450.0 0.597 450.0 0.555 2.355 2.533 l 487.5 0.673 487.5 0.620 2.263 2.456 525.0 0.800 525.0 10.736 c2.050 2.228 :.47
! 562.5 0.946 562.5 0.868 1.858 2.025 -
i 600.0 1.156 600.0 ;1.067 1.621 1.757 2 637.5 1.443 '637.5 1.327 1.380 1.501 .
651.0 Collaps 675.0 _1.766 , ERR 1.194 *< -
m . 679 Collapse - -ERR EF' By: [8 M
.__ _ _ _ _ ~ _
. .Chk: 4 b U NEa -
Page 5 of 12
t ')
Trey Insrtia Valu30 31-Oct-85 Average Inertia thru w = 450 #/ft 2.278 Standard Deviation 0.2308 Variance 0.0533
-__ __== _-__--------_--__----_------_---___----___-- =- _=
i 8.1 Section Name: GG-30SL-12-06 Load: Horizontal w1 deltal w2 delta 2 w3 delta 3 Il I2 I3 135 0.121 135 0.115 135 0.099 3.486 3.667 4.260 180 0.157 180 0.151 180 0.141 3.582 3.724 3.988
. 225 0.179 225 0.183 225 0.176 3.927 3.841 3.994 270 0.234 270 0.229 270 0.197 3.605 3.683 4.282 315 0.289 315 0.270 315 0.223 3.405 3.645 4.413 360 0.321 360 0.303 4MO 0.249 3.504 s3.(712 4.517 4
405 0.362 405 0.328 405 0.302 3.495 ~3.'857 4.190 450 0.381 450 0.342 450 'O.'328 3.690 '4/111 4.286 i 495 0.402 495 0.371 495 0.347 3.847 (4.'148 4.457 540 0.428 540 0.394 540 0.369 3.942 4/282 4.572 l
585 0.453 585 0.417 585 0.400 4.034 4.'383 4.569 630 0.477 630 0.444 630 0.427 4.126 4.'433 4.609 675 0.532 675 0.483 675 0.458 3.964 4.366 4.604 720 0.566 720 0.526 720 0.493 3.974 (4.276 4.563 765 0.618 765 0.579 765 0.544 3.867 4.~128 4.393 810 0.694 810 0.633 810 0.596 3.646 '3.998 4.246 855 0.777 855 0.719 855 0.657 3.438 3/715 4.066 900 0.862 900 0.818 900 0.763 3.262 3/437 3.685 945 0.987 945 0.931 945 0.871 2.991 3;171 3.389 O
- 990 1.158 1035 1.355 990 1.081 1035 1.274 990 1035 0.996 1.137 2.671 2.386 2.861 2.538 3.105 2.844 1080 1.637 1080 1.476 1080 1.309 2.061 2.286 2.578 1101 collaps 1111 collaps 1124 collaps ERR ERR ERR Average Inertia thru w = 765 #/ft 4.054 Standard Deviation 0.3489 Variance 0.1217
__-_____-__-----_-_____-____ --- __-_ - - - - - - - - - -- =_--- - _____
9.1 Section Name: GG-1BSL-12-06 Load: Horizontal c w1 deltal w2 delta 2 w3 delta 3 11 12 13 37.5 0.073 37.5 0.071 37.5 .O.069 1.605 114650 1.698 75.0 0.116 75.0 0.113 75.0 'O.112 2.020 '2.*073 2.092 112.5 0.173 112.5 0.169 112.5 0.158 2.032 ~2.-080 2.224 150.0 0.221 150.0 0.214 150.0 0.203 2.120 2.190 2.308 187.5 0.264 187.5 0.251 187.5 0.237 2.219 2.1334 2.472 225.0 0.317 225.0 0.299 225.0 0.284 2.217 2.351 2.475 262.5 0.351 262.5 0.323 262.5 0.326 2.336 2.539 2.516 300.0 0.390 300.0 0.375 300.0 0.343 2.403 2.'499 2.732 337.5 0.427 337.5 0.404 337.5 0.386 2.469 2.610 2.732 375.0 0.481 375.0 0.450 375.0 0.419 2.436 7,.603 2.796 412.5 0.526 412.5 0.508 412.5 0.467 2.450 2.537 2.759 450.0 0.595 450.0 0.559 450.0 0.520 2.363 2.515 2.704 487.5 O.661 487.5 L0.627 487.5 JO.585 2.304 2f429 2.603 O 525.0 0.794 525.0 0.738 525.0 562.5 0.958 562.5 "O.869 562.5 600.0 1.152 600.0"-1.090 600.0 0.677 0.810 0.998 2.066 1.834 1.627 2.222 2.022 1.'720 2.423 2.169 1.878 637.5 1.406 637.5~Z1 .321 637.5 1.231 1.416 1.'508 1.618 660.0 collaps 670.6,co11aps 675.0 1.502 ERR ERR 1.404 1 so s w
- Sy: ## m/h/s3 m en k : 4.f.4s . u. r. s r. Page 6 of 12
. }
Tecy In rtia Vclu30 31-Oct-85 677 collapse ERR
~
Average Inertia thru w = 337.5 #/ft 2.374 Standard Deviation 0.1934 Variance 0.0374 10.1 Section Name: GG-12SL-12-06 Load: Vertical w1 delta 1 w2 delta 2 w3 delta 3 I1 I2 13 15 0.057 15 0.060 15 0,056 0.822 0.781 0.837 4
30 0.116 30 0.122 30 0.117 0.808 0.768 0.801 45 0.168 45 0.177 45 0.170 0.837 0.794 0.827 60 0.225 60 0.248 60 0.220 0.833 0.755 0.852 75 0.274 75 0.296 75 0.266 0.855 0.792 0.881 90 0.339 90 0.367 90 0.331 0.829 0.766 0.849 105 0.401 105 0.428 105 0.389 0.818 0.766 0.843 120 0.456 120 0.481 120 0.448 0.822 0.779 0.837 l
135 0.512 135 0.543 135 0.502 0.824 0.777 0.840 150 0.567 150 0.592 150 0.554 0.826 0.792 0.846 165 0.631 165 0.673 165 0.620 0.817 0.766 0.831 180 0.700 180 0.732 180 0.681 0.803 0.768 0.826 gg ,,j 195 0.778 195 0.819 195 0.763 0.783 0.744 0.798
- n ago,4+210 0.8AE7 210 0.936 210 0.852 0.749 0.701 0.770 1 - a.s. 225 0.981 225 1.077 225 0.934 0.717 0.653 0.753 240 1.128 240 1.208 240 1.089 0.665 0.621 0.688 255 1.258 255 1.351 255 1.221 0.633 0.590 0.652 265 collaps 262.5 collaps 269 collaps ERR ERR ERR Average Inertia thru w = 180 #/ft 0.813 Standard Deviation 0.0309 Variance 0.0010 i
j ________-- ==____________________________________________________- _
10.2 Section Name: GG-12SL-12-06 Load: Horiz ontal w1 deltal w2 delta 2 w3 delta 3 It I2 13 56.25 0.100 56.25 0.101 56.25 0.103 1.757 1.740 1.706 75.00 0.131 75.00 0.132 75.00 0.135 1.789 1.775 1.736 93.75 0.174 93.75 0.177 93.75 0.179 1.683 1.655 1.636 112.50 0.214 112.50 0.216 112.50 0.221 1.642 1.627 1.590 131.25 0.243 131.25 0.248 131.25 0.255 1'.687 1.653 1.608 150.00 0.297 150.00 0.303 150.00 0.311 1 ~. 578 1.547 1.507 168.75 0.341 168.75 0.347 168.75 0.360 1.546 1.519 1.464
__187.50 0.382 187.50 0.389 187.50 0.402 1.533 1.506 1.457 206.25 0.447 206.25 0.456 206.25 0.471 1.441 1.413 1.368 225.00 0.509 225.00 0.521 225.00 0.539 1.381 1.349 1.304 243.75 0.593 243.75 0.601 243.75 0.622 1.284 1.267 1.224 262.50 0.674 262.50 0.689 262.50 0.715 1.217 1.190 1.147 281.25 0.778 281.25 0.792 281.25 0.829 1.129 1.109 1.060 300.00 0.866 300.00 0.899 300.00 0.932 1.082 1.043 1.006 318.75 0.971 318.75 1.009 318.75 1.061 1.026 0.987 0.939 337.50 1.096 337.50 1.117 337.50 1.183 0.962 0.944 0.891 356.25 1.221 356.25 1.268 356.25 1.334 0.912 0.878 0.834 375.00 1.372 375.00 1.416 375.00 1.485 0.854 0.827 0.789 O u. 393.75 1.559 412.50 1.805 393.75 412.50 1.606 1.867 393.75 412.50 1.713 1.984 0.789 0.714 0.766 0.690 0.718 0.650 420.00co11aps43@00co11aps429.40collaps ERR ERR ERR
- 0*-
Qut ue) k cJc. of E By: M /0 85 Chk: /}, S //. C 8 5I , Page 7 of 12
' )
Tray Incrtia Valuas 31-Oct-C5 f- Average Inertia thru w = 243.75 #/ft 1.499
( Standard Deviation 0.1342 Variance 0.0180
===---
11.1 Section Name: GG-06SL-12-06 Load: Horizontal
, w1 deltal w'2 delta 2 w3 delta 3 I1 I2 I3 N' [ h 37.5 56.25 0.096 0.147 37.5 56.25 0.09@7 37.5 0.149 56.25 0.094 0.143 1.220 1.220 1.246
" .**" *y 75.00 0.188 75.00 0.191 75.00 0.180 1.195 1.246 1.179 1.227 1.229 1.302 93.75 0.225 93.75 0.230 93.75 0.219 1.302 1.273 1.337
- h 112.50 0.269 112.50 0.278 112.50 0.263 1.307 1.264 1.336 131'.25 0.327 131.25 0.332 131.25 0.318 1.254 1.235 1.289 150.00 0.400 150.00 0.399 150.00 0.381 1.172 1.174 1.230
! 168.75 0.470 168.75 0.483 168.75 0.469 1.122 1.091 1.124 187.50 0.559 1Ef.50 0.580 187.50 0.542 1.048 1.010 1.081 206.25 0.678 206.25 0.715 206.25 0.653 0.950 0.901 0.987 225.00 0.784 225.00 0.809 225.00 0.748 0.897 0.869 0.940 243.75 0.919 243.75 0.967 243.75 0.880 0.829 0.787 0.865 262.50 1.070 262.50 1.133 262.50 1.031 0.766 0.724 0.795 281.25 1.218 281.25 1.286 281.25 1.179 0.721 0.683 0.745 300.00 1.371 300.00 1.438 300.00 1.296 0.684 0.652 0.723 318.00 co11aps317.50 co11aps318.75 1.403 ERR ERR O.710 324.4 collapse ERR Average Inertia thru w = 131.25 #/ft 1.259 l O Standard Deviation Variance 0.0444 0.0020
_ - - - - - - - - - - - - - - - _ _ _----- ===-----
12.1 Section Name: GF-36SL-12 Load: Vertical w1 deltal w2 delta 2 w3 delta 3 11 I2 I3
! 50 0.083 50 0.091 50 0.082 1.882 1.717 1.905 i
100 0.162 100 0.169 100 0.160 1.928 1.849 1.953 150 0.220 150 0.229 150 0.218 2.130 2.046 2.150 200 0.287 200 0.298 200 0.283 2.177 2.097 2.208 250 0.348 250 0.351 250 0.342 2.244 2.225 2.284 300 0.422 300 0.435 300 0.413 2.221 2.155 2.269 350 0.514 350 0.527 350 0.501 2.127 2.075 2.182 400 0.603 400 0.620 400 0.589 2.072 2.016 2.122 450 0.702 450 0.731 450 0.684 2.003 1.923 2.055 j 500 0.797 500 0.818 500 0.778 1.960 1.910 2.008 550 0.901 550 0.923 550 0.876 1.907 1.862 1.961 600 1.009 600 1.034 600 0.978 1.858 1.813- 1.917 650 1.128 650 1.157 650 1.098 1.800 1.755 1.849 700 1.2o1 700 1.284 700 1.223 1.734 1.703 1.788 750 1.383 750 1.422 750 1.341 1.694 1.648 1.747 800 1.548 800 1.606 800 1.493 1.615 1.556 1.674 850 1.746 850 1.846 850 1.686 1.521 1.438 1.575 900 1.982 898 collaps 900 1.914 1.419 ERR 1.469
- .931 collapse 946 coll'aps ERR ;* ERR Average Inertia thru w = 600 #/ft i e 2.066
- Standard Deviation 0.1313 Variance 0.0172 2, w - , 4-y ;
~;By: / Chk: A, f444 #, . 8 Page 8 of 12
i )
Tray Insrtia Valuas 31-Oct-85
,- ... ===== ___------------------------------ ------------------------
( )\ 13.1 Section Name: GF-30SL-12 w1 w2 delta 2 Load:
w3 Horizontal delta 1 delta 3 Il 'I 2 I3 225 0.186 225 0.191 225 0.204 3 779 3.680 3.446 h"i'{h,315 0 *(4 "8
270 0.226 0.255 270 0.232 315 0.265 270 0.24 3 3.732 315 0.27 3.859 3.636 3.714 3.429 3.540 no dh# 360 0.289 360 0.301 360 0.316 3.892 3.736 3.559 gn I ' 405 0.320 405 0.336 405 0.349 3.954 3.766 3.625 450 0.360 450 0.379 450 0.395 3.905 3.709 3.559 495 0.395 495 0.416 495 0.435 3.915 3.717 3.555 540 0.427 540 0.451 540 0.471 3.951 3.741 3.582 l
, _585 0.463 585 0.488 585 0.512 3.947 3.745 3.569 ;
1 630 0.511 630 0.542 630 0.569 3.852 3.631 3.459 l
.,. 675 0.562 675 0.596 675 0.632 3.752 3.538 3.337 720 0.593 720 0.631 720 0.676 3.793 3.565 3.327 765 0.673 765 0.714 765 0.768 3.551 3.347 3.112 810 0.721 810 0.766 810 0.824 3.510 3.304 3.071 855 0.781 855 0.829 855 0.896 3.420 3.222 2.981 900 0.852 900 0.908 900 0.983 3.300 3.097 2.860 945 0.936 945 0.998 945 1.087 3.154 2.958 2.716 990 1.044 990 1.112 990 1.214 2.962 2.781 2.548 1035 1.237 1035 1.309 1026 collaps 2.614 2.470 ERR 1070 collaps 1042 collapse ERR ERR Average Inertia thru w = 630 #/ft 3.706 Standard Deviation 0.1534 Variance 0.0235 l
====___====---- _ ------
14.1 Section Name: GF-24SL-12 Load: Horizontal w1 deltal w2 delta 2 w3 delta 3 I1 I2 I3 i 225 0.123 225 0.122 225 0.127 5.715 5.762 5.535 270 0.164 270 0.160 270 0.169 5.143 5.272 4.991 t 315 0.203 315 0.200 315 0.211 4.848 4.920 4.664 360 0.227 360 0.224 360 0.237 4.954 5.021 4.745 405 0.272 405 0.266 405 0.286 4.652 4.757 4.424 450 0.312 450 0.304 450 0.329 4.506 4.624 4.273 495 0.346 495 0.336 495 0.364 4.469 4.602 4.248 540 0.370 540 0.358 540 0.393 4.559 4.712 4.293 585 0.409 585 0.395 585 0.436 4.468 4.627 4.192 630 0.431 630 0.414 630 0.460 4.567 4.754 4.279 l 675 0.495 675 0.475 675 0.529 4.260 4.439 3.986
. 720 0.530 720 0.506 720 0.564 4.244 4.445 3.988 .
765 0.576 765 0.548 765 0.613 4.149 4.361 3.899 810 0.621 810 0.592 810 0.661 4.075 4.274 3.828 855 0.702 855 0.67 855 0.745 3.805 3.987 3.585 900 0.764 900 0.729 900 0.809 3.680 3.857 3.475 945 0.853 945 0.816 945 0.901 3.461 3.618 3.277 990 0.959 990 0.917 990 1.018 3.225 3.373 3.038 1035 1.069 1035 1.022 1035 1.157 3.025 3.164 2.795
_,.x 1080 1.212 1000 1.16 1059 collaps 2.784 2.909 ERR 1.349 1.292 2.605 2.720 O g,,g__
1125 1126 collaps 1125 1139 collapse ERR ERR g_____ Average Inertia thru w = 675 #/ft 4.550 Standard Deviation 0.2494
. _ _ _ _ _ . -_Chk: A.%
tt. C. st'. Page 9 of 12
_ _ -_ _ _ _ __f3//75_ l0 _ . . _ . - _ . _ _ _ _ - _
i
~
Tray Incrtic Valuco 31-Oct-85
,s Variance 0.0622
.s _____________________. = ====___- _ _ _ =
15.1 Section Name: GF-185L-12 Load: Vertical w1 deltal w2 delta 2 w3 delta 3 Il 12 I3 30 0.072 30 0.074 30 0.072 1.302 1.267 1.302 60 0.134 60 0.137 60 0.132 1.399 1.368 1.420 90 0.213 90 0.216 90 0.209 1.320 1.302 1.345 120 0.270 120 0.274 120 0.265 1.388 1.368 1.415
, 150 0.342 150 0.346 150 0.337 1.370 1.354 1.391 r180 0.417 180 0.420 180 0.411 1.349 1.339 1.368 l
210 0.489 210 0.493 210 0.481 1.342 1.331 1.364 240O.572 240' O.577 240 0.563 1.311 1.299 1.332
~270 0.648 270 0.653 270 0.636 1.302 1.292 1.326
'300 0.729 300 0.738 300 0.716 1.286 1.270 1.309
-330 0.826 330 0.832 330 0.813 1.248 1.239 1.268 360 0.902 360 0.911 360 0.890 1.247 1.235 1.264 390 1.006 390 1.017 390 0.992 1.211 1.198 1.228 420 1.091 420 1.106 420 1.074 1.203 1.186 1.222 l
450 1.197 450 1.208 450 1.180 1.174 1.164 1.191 480 1.293 480 1.308 480 1.274 1.160 1.146 1.177 510 1.395 510 1.410 510 1.373 1.142 1.130 1.160 540 1.501 540 1.516 540 1.477 1.124 1.113 1.142 570 1.630 570 1.647 570 1.604 1.092 1.081 1.110 600 1.763 600 1.781 600 1.735 ERR 1.052 1.000 607 collaps 603 collaps 607 collaps ERR ERR ERR O)
(_ Average Inertia thru w = 420 #/ft Standard Deviation 1.307 0.0614 Variance 0.0038
_________________________________=- ____________ ________== _
15.2 Section Name: GF-185L-12 Load: Horizontal w1 deltal w2 delta 2 w3 delta 3 Il I2 I3 37.5 0.095 37.5 0.101 37.5 0.098 1.233 1.160 1.195 75.0 0.179 75.0 0.187 75.0 0.184 1.309 1.253 1.273 112.5 0.268 112.5 0.275 112.5 0.272 1.311 1.278 1.292 150.0 0.361 150.0 0.369 150.0 0.367 1.298 1.270 1.277 187.5 0.468 187.5 0.478 187.5 0.476 1.252 1.225 1.231 225.0 0.567 225.0 0.583 225.0 0.578 1.240 1.206 1.216 262.5 0.692 262.5 0.709 262.5 0.704 1.185 1.157 1.165 300.0 0.804 300.0 0.815 300.0 0.808 1.166 1.150 1.160 M' ' 337.5 O.931 337.5 O.94@5337.5 O.936 1.133 1.118 1.126 fjg,,41375.0 1.035 375.0 1.049 375.0 1.042 1.132 1.117 1.124
'**,j, 412.5 1.161 412.5 1.181 412.5 1.169 1.110 1.091 1.102 450.0 1.311 450.0 1.334 450.0 1.321 1.072 1.054 1.064 487.5 1.438 487.5 1.463 487.5 1.447 1.059 1.041 1.053 525.0 1.596 525.0 1.637 525.0 1.599 1.028 1.002 1.026 562.5 1.776 547.0 collaps 562.5 1.784 0.989 ERR O.985 570.0 collapse 565.0 collaps ERR ERR Average' Inertia th'u r w = 450 #/ft 1.YB7 Standard Deviation ~ ~ ~
0.0743 ~
Va'riance. ' "" O.0055 m -
- , e ~
& N By: [N /0 / # Chk: 4. M ll.f.3 C Page 10 of 12
' )
Tray Inertia Values 31-Oct-85
,O
( ) 16.1 Section Name: GF-12SL-12 Load: Horizontal w1 deltal w2 delta 2 w3 delta 3 Il I2 I3 37.5 0.094 37.5 0.099 37.5 0.103 1.246 1.183 1.137 75.0 0.180 75.0 0.183 75.0 0.186 1.302 1.280 1.260 f 112.5 0.269 112.5 0.274 112.5 0.279 1.307 1.283 1.260 150.0 0.362 150.0 0.368 150.0 0.374 1.295 1.273 1.253 187.5 0.464 187.5 0.472 187.5 0.481 1.262 1,241 1.218 225.0 0.558 225.0 0.569 225.0 0.577 1.260 1.235 1.218 262.5 0.676 262.5 0.690 262.5 0.699 1.213 1.189 1.173 300.0 0.785 300.0 0.798 300.0 0.811 1.194 1.174 1.156 l
337.5 0.903 337.5 0.924 337.5 0.935 1.168 1.141 1.128
! 375.0 1.011 375.0 1.027 375.0 1.063 1.159 1.141 1.102 412.5 1.145 412.5 1.156 412.5 1.188 1.125 1.115 1.085 450.0 1.280 450.0 1.305 450.0 1.331 1.098 1.077 1.056 487.5 1.403 487.5 1.433 487.5 1.469 1.086 1.063 1.037 525.0 1.538 525.0 1.592 525.0 1.632 1.066 1.030 1.005 562.5 1.705 562.5 1.771 558.0 collaps 1.031 0.992 ERR 598.0 collaps 570.0 collapse ERR ERR Average Inertia thru w = 412.5 #/ft 1.205 Standard Deviation 0.0628 Variance 0.0039
__-----------------------. __ _ _=----. - - _ _-
l 17.1 Section Name: GF-06SL-12 Load: Vertical
/'} w1 deltai w2 delta 2 w3 delta 3 11 12 I3 k_/ 15 0.048 15 0.052 15 0.049 0.976 0.901 0.956 30 0.107 30 0.121 30 0.105 0.876 0.775 0.893 45 0.164 45 0.184 45 0.160 0.857 0.764 0.879 80 0.291 80 0.316 80 0.287 0.859 0.791 0.871 122.5 0.460 122.5 0.486 122.5 0.454 0.832 0.787 0.843 170 0.703 170 collaps 170 0.671 0.755 ERR O.791 187 collapse 192 collaps ERR ERR
- Average Inertia thru w = 122.5 #/ft 0.857 Standard Deviation 0.0599 Variance O.0036 l
l 17.2 Section Name: GF-06SL-12 Load: Horizontal w1 deltal w2 delta 2 w3 delta 3 I1 I2 I3 4.5 0.018 4.5 0.017 4.5 0.017 0.781 0.827 0.827
, 24.5 0.119 24.5 0.117 24.5 0.115 0.643 0.654 0.666 l 44.5 0.209 44.5 0.208 44.5 0.204 0.665 0.668 0.681 64.5 0.293 64.5 0.294 64.5 0.289 0.688 0.685 0.697 84.5 0.381 84.5 0.378 84.5 0.376 0.693 0.698 0.702 103.0 0.482 103.0 0.480 103.0 0.473 0.668 0.670 0.680 122.0 0.590 122.0 0.589 122.0 0.582 0.646 0.647 0.655 131.0 0.645 131.0 0.642 131.0 0.634 0.635 0.637 0.646 141.0 0.714 141.0 0.717 141.0 0.707 0.617 0.614 0.623 7"- 150.0 0.798 150.0 0.788 150.0 0.777 0.587 0.595 0.603 l ( 159.5 0.881 159.5 0.873 159.5 0.859 0.566 169.0 0.938 169.0 0.935 169.0 0.922 0.563 0.571 0.565 0.580 0.573 178.0 1.056 178.0 1.021 178.0 0.988 0.527 0.545 0.563 188.0 1.191 188.0 1.178 188.0 1.115 0.493 0.499 0.527 l
197.0 1.293 197.0 1.249 197.0 1.138 0.476 0.493 0.541 y ' M g/F 5 Chk: 4.[ mas. II. f. 8 f' Page 11 of 12
I
)
Troy In:rtia Valuco 31-Oct-85
(' 206.5 1.374 206.5 1.345 206.5 1.221 0.470 0.480 0.528
\ 216.0 1.489 216.0 1.476 216.0 1.298 0.453 0.457 0.520 225.0 1.583 225.0 1.510 225.0 1.436 0.444 O'466
. 0.489 234.5 1.692 234.5 1.632 234.5 1.461 0.433 0.449 0.501 244.0 1.799 244.0 1.730 244.0 1.58 0.424 0.441 0.482 246.0 collaps 251.0 collaps 246.0 1.698 ERR ERR O.453 253.0 collapse ERR Average Inertia thru w = 169 #/ft 0.653 Standard Deviation 0.0638 Variance O.OO41
' O.!
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By: p,c/"7o/uks cn u : a . m ,,. c o r. ea,e 12 o+ 12
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18.1.1 Jn-%SL-12-4-t*
TRANSVERSE LOAD TEST NO. I s
sesesses..nsusssusnessassmus .= seassasssusumes-sss.esum ..-essuss==s -s-sus.suusssssuses. un.
! LOAD ILBS) I DEFLECTION (IN) ! I
- . .. . .. .. .. . ..__. ____ +. + ._ .___..
I CHAINIEL llUMBER ! I CHAWEL IIUMER lAYERAGE I RERARKS I l-----+----*------+ + -+-~~+------+-----+ T O T E t ------ +- -1 AT I I
! 10 l 11 1 12 1 13 1 14 1 17 1 18 1 19 I l 104 1 105 IRIDIPAN I I ls .s -a.s .ans==ss== =- =--e. s.=== _u__ usus== l i 1.0 1 7.0 1 0.0 1 4.0 1 4.0 1 1.0 1 0.0 1 0.0 1 17.0 1 3.85% 1 0.1021 1 0.0000 t INITI E LOAD !
I 1.0 1 3.0 1 1.0 1 2.0 1 4.0 1 2.0 1 3.0 1 1.0 1 220.013.113910.14M 10.0401 1 na%rrual
! 50.0 1 55.0 1 50.0 1 62.0 1 66.0 1 50.0 1 48.0 f 58.0 1 642.0 1 3.6969 1 0.2643 1 0.1500 1 I i 101.0 1 99.0 1 91.0 1 99.0 1 !!3.0 1 94.0 t '91.01 107.0 1 998.0 1 3.6213 1 0.3317 1 0.2294 I t '
i 152.0 l 149.0 1 130.0 l~ 141.0 1 159.0 1 140.0 1 ,116.0 la 150.0 l-1340.0 1 3.5379 1 0.4200 1 0.3153 I I I 202.0 1 210.0 1 169.0 th 185.0 1 211.0 t 107.0 l' 160.0 T 209.0 t 1736.0 l 3.4391 1 0.6393 1 0.4744 I I
! 252.0 1 258.0 1 199.0 ft 230.0 1 255.0 1 230.0 1 2N.0 T 255.0 1 2000.0 1 3.3179 1 0.6400 1 0.5393 I I l ! 303.0 1 309.0 1 230.0 11 272.0 1 301.0 1 276.0 ! 2 4.0 1 302.0 1 2442.0 1 3.1470 1 0.8200 1 0.7148'i I I 351.0 1 366.0 1 255.0 l' 326.0 1 355.0 1 321.0 1 297.0 1 351.0 1 2825.0 l 2.7642 1 1.2113 1 1.0970'l !
! 402.0 1 420.0 1 205.0 1- 367.0 : 404.0 1 374.0 1 351.0 1 391.0 1 3205.0 1 2.5227 1 1. 4 48 1 1.3453 I I I 458.0 1 474.0 1 351.0'It 422.0 1 465.0 1 442.0 1 420.0 1 449.0 1 3604.0 1 1.8497 1 2.1545 1 2.0267 i
, ! 500.0 1 513.0 1 381.0'I 455.0 1 504.0 1 487.0 1 450.0 1 479.0 1 3972.0 1 1.5562 ! 2.4732 1 2.3328 I I I 552.0 l' 577.0 1 430.0 0 519.0 ! 561.0 1 553.0 1 521.0 1 539.0 l 4455.0 1 0.8932 1 3.1403 1 2.9970 1 COLLAPIE LOAD 1 '
! s a.esessssssssssssssssa.s.sssssssssssa sassessassessasses.a ssesssssssssssses as s.esssssssssssssssssssssssamasses . eses
, e l
18.1.2 JR-MSL-12-%-CP '
TRANSVERSE LDAD TEST 110. 2 s y O se ssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssa sses LOAS (LBS)
++
I ssa.es.ssssssssssssssssses.s.se DEFLECTION IIN)
+. ...._+ _
i a
I l 1 CHAINIEL IUlIER ! ! CHANilEL IUlIER !AYERAGE I REMARKS I t..... .+ . + _+o.___,_..+.-.+-.._+ igig l __l.___.: 47 g :
! 10 t 11 1 12 i 13 1 14 l 17 l 18 l 19 I i 104 l 105 IMIBSPAN I I
- ss nnuunus-ssanus-ussssssssa u=ussus uses. esasses=-- ues..=s==suas=== =s==sa-::
1 0.0 1 2.0 1 0.0 1 2.0 1 3.0 1 1.0 ! 0.0 l 0.0 1 8.0 I 3.9742 1 0.1440 1 0.0000 I INITIE LDAD I i 2.0 1 0.0 1 0.0 1 0.0 1 3.0 1 1.0 1 2.0 1 1.0 1 221.013.912110.192510.0553 fued #mr#41 1 32.0 1 29.0 1 32.0 1 32.0 1 33.0 ! 30.0 1 35.0 1 30.0 1 45.0 1 3.8371 1 0.2649 I 0.1290 l I i 62.0 1 47.0 1 53.0 1 53.0 1 62.0 1 50.0 1 55.0 1 53.0 1 655.0 1 3.0001 1 0.3111 1 0.17% 1 i
! 91.0 1 82.0 1 83.0 1 90.0 1 99.0 1 96.0 1 04.0 1 93.0 1 920.0 1 3.7278 1 0.3900 1 0.246 1 !
i 122.0 t !!I.0 I 113.0 t 121.0 1 131.0 1 119.0 1 112.0 1 127.0 1 1875.0 1 3.6471 1 0. 4 36 1 0.3234 I I ,
i 151.0 1 144.0 1 133.0 1 145.0 1 161.0 l 147.0 1 132.0 1 152.0 1 1377.0 1 3.5839 1 0.5301 1 0.3882 I I i 103.0 1 175.0 1 155.0 1 170.0 l IM.0 1 173.0 I 1M.0 1 100.0 1 15 N.0 1 3.5135 1 0.6074 1 0. 421 1 I I 217.0 1 211.0 1 181.0 1 197.0 1 218.0 1 203.0 I 181.0 1 214.0 1 1834.0 1 3.4175 1 0.7010 1 0.5S9 I I I 241.0 1 232.0 1 196.0 1 213.0 1 241.0 1 227.0 1 194.0 1 236.0 l 1992.0 1 3.3604 ! 4.7500 1 0.4139 I I I 274.0 1 269.0 1 222.0 1 243.0 1 275.0 1 259.0 1 221.0 1 269.0 1 2244.0 1 3.2595 1 0.0618 1 0.7163 1 1 6 1 301.0 1 290.0 1 242.0 1 264.0 1 300.0 1 285.0 1 241.0 1 294.0 1 2437.0 t 3.1731 1 0.9517 1 0.0044 I I I 333.0 1 332.0 1 266.0 1 294.0 1 320.0 1 316.0 1 273.0 1 320.0 1 2682.0 1 3.0570 1 1. N72 1 0.9202 I I i 359.0 1 357.0 1 280.0 1 300.0 1 353.0 1 344.0 1 293.0 1 340.012854.012.9309 l 1.1961 1 1.0307 I I l 395.0 1 401.0 1 312.0 I '3 4.0 1 392.0 1 376.0 1 337.0 I 307.0 1 3150.0 1 2.7571 1 1.3741 1 1.2236 I i I 422.0 1 425.0 1 325.0 1 360.0 1 416.0 1 401.0 1 350.0 1 403.0 f 3322.0 1 2.6322 1 1.5052 1.3516 I I
! 451.0 1 455.0 1 345.0 1 391.0 t 449.0 ! 420.0 1 382.0 1 420.0 1 3533.0 1 2.3338 1 1.8100 1 1.6532 I I I 502.0 1 517.0 1 379.0 1 477.0 1 527.0 1 519.0 1 464.0 1 409.014006.01 1.Mit i 2.696912.5327 I I I 501.0 1 515.0 1 402.0 1 490.0 1 522.0 1 515.0 1 450.0 1 477.0 1 4004 0 l 1.1419 I 3.0223 1 2.8553 I O
I I 524.0 1 533.0 1 399.0 i 483.0 1 540.0 1 540.0 1 457.0 1 494.0 1 4104.0 1 1.1322 1 3.0375 1 2.067B l :
I 559.0 1 M 3.0 1 416.0 1 518.0 1 567.0 1 570.0 1 493.0 1 529.0 1 4427.0 1 0.9850 1 3.1959 1 3.0156 1 COLLAP E LRAD I s-.-auunn.a.-- -nunu=== s.---.masasss- .u -s---sussu=.s= sou s b.C" j 9y. am n. , apap .
t h h 0 (Ad hmu'A A tw M~<> &Ds
< +
18.1.3 JM-06SL-12-06-CP TRANSVERSE LDAD TEST NO. 3
.. .. u u..... .u = = =. .. .. .. .... .....us u u.u... .. .....u. u.a u nn..... . u n . . .u ..u u s.....u.u.. un .
1 LOAD ILBS) i DEFLECTION llN) i I (V) g... ...____. .__ __.. ....__.....__+ .____, + + : ;
I CHANNEL NURBER I CHANNEL NUNIER IAVEAA6E : REMARKS I
- .____+.. __,...___+ ._._+.__.-.,_.-._+ -.+----+ TOT AL I----- l-----I AT I I i 10 I il 1 12 1 13 1 14 ! 17 1 18 1 19 1 1 104 1 105 IRIDIPAN I I j a... u....uu.. uussu .uu u....u... .. u u...uunsa. .. un .. u ;
I 0.0 1 2.0 1 0.0 1 1.0 ! 1.0 1 0.0 1 0.0 1 0.0 1 4.0 1 3.0766 1 0.1270 1 0.0000 t INiilAL LOAD i
! 3.0 1 0.0 1 4.0 1 3.0 1 3.0 1 0.0 1 3.0 1 2.0 1 234.0 1 3.8260 1 0.1650 1 0.0439 I n o8 pier 4 1 1 30.01 23.0 l 30.0 1 34.0 1 33.0 1 24.0 1 30.0 1 29.0 1 449.0 1 3.7700 1 0.2227 ! 0.1007 I I I 61.0 1 40.0 I 51.0 1 52.01 61.0 1 40.0 I 50.0 1 48.0 1 635.0 1 3.7271 1 0.3012 1 0.1614 I I i 91.0 1 80.0i Bl.0 1 06.0 I 91.0 1 73.0 1 83.0 1 05.0 1 106.0 1 3.6555 1 0.3478 1 0.2205 1 :
1 123.0 1 !!4.0 l 107.0 I !!7.0 fM121.0 96.0 I 112.0 t 116.0 1 !!22.0 l 3.5933 1 0.4073 1 0.2814 : I
! 151.0 1 141.0 1 125.0 1 138.0 f t 148.0 1 123.0 1 132.0 1 143.0 1 1317.0 1 3.5398 1 0.4656 1 0.3373 I I i 181.0 1 173.0 1 148.0 1 163.0'l" 179.0 1 148.0 1 152.0 1 173.0 l 1533.0 1 3.4800 1 0.5226 0.3957 I I I 212.0 l '203.0 1 168.0 1 190.0 f* 203.01 175.0 l 175.0 1 202.0 1 1744.0 1 3.4177 i 0.5915 1 0.4613 I I I 241.0 1 232.0 1 186.0 1 216.0Ij235.01 202.0 1 197.0 1 229.0 1 1954.0 1 3.3119 I 0.6999 1 0.5684 I I I 271.0 1 262.0 1 205.0 1 238.0 i "262.0 1 228.0 1 217.0 1 255.0 1 2154.0 ! 3.2370 1 0.7825 1 0.6471 1 I
! 301.0 1 291.0 1 225.0 l 265.0l'289.01 253.0 1 240.0 1 203.0 1 2363.0 1 3.1449 1 0.8765 1 0.7402 ! !
I 334.0 1 322.0 ! 245.0 1 295.0I;317.01 280.0 1 266.0 1 314.0 1 2599.0 1 3.0384 1 0.9909 1 0.8456 I :
I 365.0 1 358.0 1 264.0 1 323.0 I' 355.0 1 316.0 1 293.0 1 342.0 1 2832.0 l 2.0526 1 1.1670 1 1.0316 I I I 396.0 ! 397.0 1 204.01 359.0 i' 335.0 1 342.0 I 335.0 1 373.013087.012.5892 l 1.43641 1.2980 t i I 423.0 1 417.0 1 299.0 l 373.0fi403.0 : 373.0 1 348.0 1 385.0 1 3237.0 1 2.4357 l 1.6002 1 1.4566 i i I 450.0 : 446.0 1 315.0 1 400.0![433.01 404.0 l 380.0 1 414.0 1 3450.0 1 2.2541 1 1.7869 1 1.6408 I I
! 480.0 1 474.0 1 331.0 1 424.0 l' 462.0 1 437.0 1 397.0 ! 436.0 1 3657.0 1 2.0979 ! 1.9561 1 1.8035 I I i
1 511.0 ! 506.0 1 355.0 1 460.0 1 495.0 1 471.0 1 433.0 1 448.0 1 3915.0 1 1.9355 l 2.1324 1 1.9729 I !
('] 1 458.0 1 467.0 1 331.0 1 456.0 1 474.0 : 460.0 ! 415.0 : 451.0 1 2728.0 1 1.1765 1 2.9096 1 2.7410 i COLLA *SE LOAD I V
f '
O
- m. ,
u=< :s y.- om farms'n 8p8/84
'r 6 44 K: 'M blu /by
)
18.1.4 JM-06SL-12-06-CP n TRANSVERSE LOAD TEST M0ENT OF IERTIA r i TEST 6-65-01 1 TEST 6-6S-02 i TEST 6-65-01 I IMHTIA I
[ i... .+ +.. + . .+...+ + _+. .+
l 1 LOAD 1 i BISP 1 l LDAB 21 DISP 2 i LOAD 31 DISP 3164S41164S-0216-68431 l ! LOS I IN I LOS I IN I LOS I IN I IN 4 I IN 4 I IN 4 I g + + .+. _+_ +
.+. .,
1 220.00 1 0.0401 1 221.00 1 0.0553 1 234.00 1 0.0439 1 2.14 1 1.56 1 2.M i I 642.00 1 0.1580 1 465.00 1 0.1290 1 449.00 l 0.1007 I 1.59 l 1,41 1 1.74 1 1 988.00 1 0.2294 1 655.00 1 0.1706 I 635.00 1 0.1614 1 1.68 1 1.50 1 1.54 1
(
11340.00 1 0.3153 1 920.00 1 0.2466 I 886.00 1 0.2205 1 1.67 I 1.46 1 1.57 ll_'
11736.00 1 0.4744 til75. M i 0.3234 11122.00 1 0.2814 1 1.431 1.42 1 1.56 l-12000.00 1 0.5393 11377.00 1 0.3882 I!317.00 1 0.3373 1 1.51 1 1.37 1 1.52 I "
12442.00 l 0.7148 !!588. M 1 0.4621 11533.00 1 0.3957 l 1.33 1 1.34 1 1.51 1 12825.00 1 1.0978 11834.00 1 0.5569 !!744.00 1 0.4613 1 1.00 1 1.29 1 1.48 !
13205.00 1 1.3453 !!992.00 1 0.6139 !!954.00 1 0.5684 1 0.93 1 1.27 1 1.34 1 13684. M i 2.0267 12244.00 1 0.7163 12154.00 1 0.6471 1 0.71 1 1.22 l 1.30 1 13972.00 1 2.3328 12437.00 1 0.8044 12363.00 1 0.7402 1 0.66 1 1.18 1 1.25 1 14455.00 1 2.9978 12682.00 1 0.9202 12589.00 1 0.8456 1 0.58 1 1.14 1 1.20 1 I i 12854.M i 1.0387 12832.00 1 1.0316 I i 1.07 8 1.07 I I i 13158.00 l 1.2236 13M 7.00 1 1.2980 t i 1.01 1 0.93 I I i 13322.00 1 1.3516 13237.00 l 1.4566 I i 0.96 1 0.87 I I i 13533.00 1 1.6532 13458.00 1 1.6#8 I I 0.83 I 0.82 i
! ! 14 M6. M i 2.5327 13657.00 1 1.8035 I I 0.63 1 0.79 I O I i 14M 4.00 1 2.8553 13915. M ! 1.9729 I i 0.56 I 0.77 I V i i 14184.00 l 2.8678 13728.00 1 2.7410 1 I 0.57 1 0.53 1 1 1 14427.00 1 3.0156 I I I I 0.57 I I
!AVERA6E M0 MENT OF lilERTIA THRU 2,500 LOS = 1.52 I
...................................... .................&.E......................
i
/
BY Gm f2.
mm
- wiev Ehh . . ._ __ _ _. .
l
)
19.1 61-12SL-12-06-CP TRANSYERSE LOAD TEST i 9' ....
I LO40 (LIS)
+._ .+-
I DtP.ECT!ON (INCHES)
. .+ _ ..g
! I g
1 g
I CHANIEL WMBER 'I I CHAlslELlluRIER I AVERAGE I tilERTIA 1 REMARKS I
- 1. +.. .. +... + ..._.+ TOTAL I ------ +------ 1 AT I l l l l 10 1 17 l 18 ! 19 I i 104 1 105 l MIDIPAll i IIN 4) I l l l.............---........... . .. ......... ..-.n........ .... ..... ......... .....I l 1 0.0 1 1.0 1 1.0 1 0.0 1 4.0 1 3.9557 1 0.1799 1 0.0000 1 0.H 0 l INITIAL LOAO I I 0.0 1 0.0 1 5.0 l 1.0 1 220.0 1 3.92M i 0.1024 1 0.0158 1 5.635122# F9rd I 41.0 1 51.0 1 54.0 1 56.0 ! 624.0 1 3.8900 1 0.2242 1 0.0550 1 4.430 1 I i 101.0 1 99.0 I 111.0 1 !!0.0 1 1058.0 1 3.t'13 1 0.26941 0.0970 1 4.261 1 I ;
i 155.0 1 140.0 1 157.0 1 165.0 1 144.0 1 3.01M 1 0.U 22 1 0.1457 1 3.929 I I I 204.0 1 109.0 1 197.0 1 209.0 1 1814.0 1 3.7825 1 0.3324 1 0.1629 I 4.350 1 I i l
i 251.0 1 234.0 1 237.0 1 _ 253.0 ! 21 8.0 1 3.7517 1 0.3453 1 0.1947 I 4.344 I I 1 301.0 1 284.0 ! 295.0 1 3M.0 1 2568.0 1 3.7111 1 0.4232 1 0.2440 1 4.111 1 I ,
1 355.0 1 334.0 1 322.0 1 355.0 1 2940.0 1 3.6736 1 0.4426 1 0.2724 I 4.226 1 I l I 404.0 1 381.0 1 359.0 1 403.0 1 3310.0 1 3.6374 1 0.4821 1 0.3103 1 4.166 I I
! 450.0 1 427.0 t 399.0 1 451.0 1 3670.0 ! 3.5939 1 0.6M 1 1 0.3940 1 3.637 I I I 501.0 1 443.0 1 479.0 1 500.0 1 44 2.0 / 3.5463 i 0.5825 1 0.4%01 3.907 I I I 552.0 I 527.0 1 481.0 1 544.0 1 4424.0 1 3.5013 1 0.6214 1 0.4480 1 3.857 I I I 603.0 1 575.0 1 523.0 1 594.0 1 4806.0 1 3.4399 1 0.6944 1 0.5152 1 3.643 I I i 652.0 1 625.0 1 569.0 1 645.0 1 5190.0 1 3.3680 1 0.7514 ! 0.5796 1 3.502 I I I 703.0 1 673.0 1 607.0 1 691.0 1 5564.0 1 3.2963 1 0.9258 1 0.6527 1 3.329 I I I 752.0 1 721.0 1 649.0 1 738.0 1 5936.0 1 3.2140 1 0.9275 1 0.7447 i 3.!!3 I I i 803.0 1 770.0 1 695.0 1 789.0 1 6330.0 1 3.09M i 1.0345 1 0.8549 1 2.885 I I l 855.0 t 821.0 1 745.0 1 046.0 1 6750.0 1 2.9480 1 1.1842 1 1.0H0 ! 2.620 1 1
\ l 909.0 1 876.0 1 004.0 1 908.0 1 7210.0 1 2.7567 1 1.3713 1 1.1952 1 2.356 I I I 948.0 1 920.0 1 830.0 1 938.0 1 7488.0 1 2.5758 1 1.56M i 1.3833 1 2.!!4 I I i 1022.0 1 987.0 l 941.0 1 1036.0 1 8180.0 1 2.0272 l 2.1010 1 1.9248 1 1.661 1 !
! 1046.0 l 1023.0 1 950.0 ! 1049.0 I 8352.0 1 1.6510 1 2.4772 1 2.3000 : 1.418 I COLLAPSE LDAD I l . .o. ..n u .. u u = = .. .. .. .. u s u s...u n. = n . ... n ==..-- = =..u n a. = u s = = =.. .=.n.a. ..... !
!AVERA6E ROMENT OF INERTIA THRU 3,310 L8S = 4.38 i
..usus.......n............uu..=u...u........n.==..u....uu..-.==...=..u......=.=.-=
0 pu er m Mu a ne pfa
..______.% - _ _ _ _ _ . _ _ . , _ _ ___.___ ,_,. m.,. _ - _ _ _ _ _ _ _ . _ _ _ . . _ _ - _ _ _ _ . . . _ _ _ _
.)
19.2.1 61-185L-12-06-CP TRANSVERSE LOAD TEST NO.1
.......==..=======.====...=u=====.....===.======
(v) I l.
LOAD (LBS!
.+_
BEFLECTION llNCHES)
+ -+
1 I
I I
i CHANNEL NU MER I i CHANNEL NUNIER ! AVERAGE I RENARKS I
- l. .+ . +._.--+ TOTAL I--------------+ AT I I i 10 1 17 l 18 l 19 I i 104 1 105 i MID$ PAN 1 I l.a -= = = . . .. u n u = = = = == = = = =. . =1 1 2.0 1 1.0 1 0.0 1 0.0 1 6.0 1 3.8525 1 0.0602 1 0.0000 llNITIAL LOAB I i 1.0 1 1.0 1 1.0 1 1.0 1 222.0 1 3.8214 1 0.0000 1 0.02501210
- f/yruu4 1 45.0 1 31.0 1 39.01 45.0 1 534.0 1 3.7963 1 0.1003 1 0.0522 1 1
! 100.0 1 97.0 1 !!!.0 1 I i 154.0 1 142.0 1 158.0 150.0 1l~ 109.0 1438.0 1 1040.0 1 3.7169 1 0.1905 11 3.7524 0.1330 l 1 0.1612 I 1 0.1005 I I 201.0 l 106.0 1 199.0 1 2 %.0 1 1790.0 1 3.6647 1 0.2400 1 0.1738 I I I 251.0 I 239.0 1 246.0 1 254.0 1 2194.0 ! 3.6479 1 0.2663 1 0.2054 I I I 303.0 1 200.0 1 292.0 1 304.0 1 2500.0 1 3.6094 I 0.3124 1 0.2477 I I I 351.0 1 335.0 1 338.0 1 354.0 1 2970.0 1 3.5712 1 0.3409 I 0.2810 1 I 4M.9 ! 303.0 1 382.0 1 403.0 1 3350.0 1 3.5257 I 0.3848 1 0.3257 1 1 I W 01 433.0 1 429.01 452.0 1 3746.0 1 3.4794 1 0.4294 1 0.3712 I I I 20N r f81.0 1 476.0 1 500.0 1 4132.0 1 3.4219 1 0.4864 1 0.4284 I I I 552.k: L'0.01 523.0 1 547.0 I 4518.0 1 3.3614 I 0.5471 1 0.4890 I I I 603.? ' PLOI 572.0 1 597.0 1 4916.0 1 3.2875 1 0.6269 1 0.5659 I I I 652.0 ; it!%s 624.0 1 649.0 1 5314.0 t 3.2078 1 0.7014 1 0.6430 I I I 703.0 1 612.0i 671.0 1 701.0 1 5700.0 1 3.!!20 1 0.7953 1 0.7378 I i
! 752.0 720.0i 713.0 1 748.0 1 6000.0 1 3.0000 1 0.9200 1 0.8566 ! !
I 903.0 1 769.0 1 767.0 ! 006.0 1 6504.0 1 2.9512 1 1.0554 1 0.9983 1 1 I 854.0 I B16.0 I 813.0 1 857.0 I 6894.0 1 2.6626 1 1.2430 1 1.1864 1 I i
! 904.0 I 861.0 1 854.0 1 906.0 1 7264.0 1 2.4465 l 1.4565 l 1.4012 1 1 x t 52.0 1 905.0 1 901.0 1 952.0 1 7434.0 1 2.0900 1 1.0197 1 1.7610 : 1 f l1
'002.0 1954.04 953.0 I 1002.0.1 8036.0 1 1.5007 1 2 2.3384 ICOLLAPSE LDAD I 9r2(4* """"""""""""""""" *"""* """"""". 39 31 1 " " " " " " " " " " " " * " ' ' ' " " "
cuor usso, ,n) p T W C O , c e. ')
i l
e ma e v: 4ms spr/st
=- * +9 .
- , , , - - - - - + , - , ,,
i )
19.2.2 61-185L-12-06-CP TRAllSVERSE LOAD TEST 100. 2 3333588888833333333388883333J335E333535833333333333333333333333333333333333333333333333333333 O ! LOAD (L8S) l OEFLECTIOli llNCHES) l I
/j
\ : .. _ .... + _ .+ + :
I CHAlellEL IONIOER l l CHAlelEL IIUMOER I AYERABE I REMARKS I
- . _ ....+ +. , + TOTAL l--------+--------I AT I 1 1 10 l 17 l 18 ! 19 l l 104 i 105 i MID8 Pall i i 13=3= ==3=.===.=== = ..==.3==== . == == ... 3.
I 1.0 1 2.0 1 1.0 1 0.0 1 8.0 1 3.9732 1 0.1129 1 0.0000 IINITIAL L048 i
! 1.0 1 0.0 1 9.0 1 3.0 1 238.0 1 3.9395 1 0.1444 1 0.0327 It.W6mes l l 46.0 1 31.0 t 47.0 I 58.0 1 616.0 1 3.9072 1 0.1881 1 0.0706 ! I i 102.0 1 97.0 1 98.0 t 111.0 1 1028.0 1 3.8652 1 0.2337 1 0.1144 I i i 152,0 1 143.0 1 151.0 1 160.0 1 1424.0 1 3.0276 1 0.2724 I 0.1525 I I I 202.0 1 198.0 1 196.0 1 212.0 1 1828.0 1 3.7896 1 0.3027 1 0.1867 1 1 I 252.0 1 243.0 1 237.0 1 258.0 ! 2192.0 1 3.7563 1 0.3357 1 0.2198 I I i 301.0 1 289.0 l 282.0 : 305.0 1 2566.0 1 3.7224 0.3728 1 0.2554 I I I 350.0 1 336.0 1 329.0 1 353.0 1 2948.0 t 3.6006 1 0.4263 1 0.3030 1 I I 402.s 1 390.0 1 380.0 : 403.0 3362.0 t 3.6360 : 0.4932 0.3587 i !
! 453.0 1 440.0 1 429.0 1 454.0 1 3764.0 3.5927 1 0.5032 1 0.3854 I I I 503.0 1 489.0 1 491.0 i 505.0 1 4168.0 1 3.5377 1 0.5567 1 0.4396 I :
- 553.0 I 539.0 1 533.0 1 557.0 1 4576.0 1 3.4794 I 0.6188 1 0.4998 1 :
- 607.0 t 593.0 ! 581.0 t 607.0 I 4988.0 ! 3.4136 1 0.6854 1 0.5660 1 I I 657.0 1 642.0 1 634.0 i 660.0 1 5398.0 1 3.3350 1 0.7710 1 0.6482 i !
l 701.0 t 683.0 1 674.0 1 702.0 1 5732.0 ! 3.2521 1 0.8435 1 0.7259 : I
! 753.0 1 734.0 i 725.0 1 756.0 1 6148.0 : 3.1446 1 0.9500 1 0.8359 1 i l l 805.0 783.0 1 778.0 1 813.0 ! 6570.0 1 3.0040 1 1.0979 ! 0.9771 1 I i I 853.0 1 830.0 1 819.0 l 858.0 i 6932.0 1 2.8659 1 1.2242 1 1.1093 I i
! 912.0 I 886.0 1 887.0 1 926.0 1 7434.0 1 2.5892 1 1.5027 l 1.3869 I I I 951.0 I 921.0 1 903.0 i 946.0 1 7654.0 1 2.3736 1 1.7144 1 1.6006 I I i 1007.0 1 965.0 l 969.0 1 1012.0 1 8118.0 1 1.9564 1 2.1385 1 2.0212 I I I 1053.0 1 1014.0 ! 1017.0 l 1069.0 1 8518.0 1 1.2572 1 2.8475 1 2.7253 ! COLLAPSE LOAD l 3333333333333333333333333333333335BSEWenSSSSSESSES33SSas33333sses33838a3333333333333333333333 ex m mp
I i
- r
)
19.2.3 BI-18SL-12-06-CP TRAllSVERSE LDAD TEST 110. 3
- = = . = = . - - = = = = . . . - = = = = = = = = = = = . . . .
O I LDA0 (LBS)
. + +
I DEFLECTION !!NCHES)
_ .4- .
I 1 I CHAllNEL NUMER I I CHAIIEL WHIER I AYERAIE I RElI4RKS I
- +.... + .+. + TOTE l--- - --+- - I AT I I i 10 1 17 I 18 ! 19 I i 104 1 105 i MitIPAll i I l..================.a...- == g 1 0.0 l 1.0 1 0.0 1 0.0 1 2.0 1 3. M 36 1 0.1129 1 0.0000 Ilu! TIE LIAD I
! 0.0 1 1.0 1 4.0 1 0.0 1 220.0 1 3.8173 1 0.1344 1 0.023911'2s
- F-xrvast i 32.0 1 31.0 1 4.01 37.0 1 550.0 1 3.7990 1 0.1 M4 1 0.0536 I I I 97.0 1 100.0 1 103.0 1 106.0 1 1030.0 1 3.7400 1 0.2101 1 0.0964 I I i ! 154.0 1 153.0 ! 155.0 1 165.0 1 1472.0 1 3.7056 1 0.2509 1 0.1300 1 I i 1 201.0 1 196.0 1 201.0 1 212.0 1 1830.0 1 3.6718 1 0. 390 1 0.1743 I I I 251.0 1 245.0 1 246.0 1 260.0 1 2222.0 1 3.6334 1 0.324 1 0.2110 1 I I 302.0 1 293.0 1 294.0 1 309.0 1 2614.0 1 3.5960 1 0.3612 1 0.2479 I I I 356.0 1 344.0 1 34.0 1 362.0 1 3034.0 1 3.5543 ! 0.4016 1 0.2090 I I I 401.0 1 386.0 1 388.0 1 405.0 1 3370.0 1 3.5138 1 0.4456 I 0.3313 I I I 452.0 1 436.0 1 433.0 I 453.0 1 37H.0 1 3.496 1 0.4916 1 0.3764 I I I 503.0 1 503.0 1 479.0 1 503.0 1 4194.0 1 3.4177 1 0.5423 1 0.4277 I I I 551.0 1 535.0 1 529.0 1 552.0 1 4552.0 1 3.3502 1 0.6029 1 0.4077 I I I 602.0 1 585.0 i 577.0 1 602.0 1 4950.0 1 3.2934 1 0. M49 1 0.5510 l I I 655.0 1 635.0 1 630.0 1 656.0 l 5370.0 1 3.2078 1 0.7572 1 0.6400 1 I I 702.0 1 683.0 1 674.0 1 700.0 1 5736.0 1 3.!!30 1 0.849 1 0.7323 I I l 1 752.0 1 734.0 1 720.0 1 751.0 1 6132.0 1 3.0073 1 0.9476 1 0.8355 I I l 1 002.0 1 781.0 1 772.0 I' 008.0 1 6544.0 1 2.8529 1 1.1068 1 0.9923 I I i 851.0 t B27.0 i BN.0 1 850.0 1 6806.0 1 2.6951 1 1.2565 1 1.141 1 I O I 904.0 1 073.0 l IM.0 l 918.0 1 7340.0 1 2.4520 1 1.5021 1 1.3904 1 I 955.0 1 916.0 1 910.0 1 966.0 1 7716.0 1 2.1836 8 1.7743 1 1.u07 I i 1007.0 1 965.0 1 963.0 l 1015.0 1 8110.0 1 1.7411 1 2.2222 1 2.1059 I I
I i 1016.0 1 981.0 I 985.0 1 1044.0 1 8270.0 1 1.2925 1 2.6825 1 2.5604 ICOLLAPSE LO48 1
!.. . - = . - = ....... = .. - n ... ......u = =..... n = = = = = = = l l
O Csw: A4C g/tt-/e s M99. s 9 Ger? Aaro'o 8//a/J6
19.2.4 61-10SL-12-06-CP I TRANSVERSE LOA 0 TEST N01ENT OF INERTIA
.-=====-=......un.....===...un==
t TEST 6-18L-01 1 TEST 6-l E-02 I TEST 6-10L-03 1 MOMENT OF INERTIA IIM) !
O3 I + +. .+ _+ .+ + :
1 LDAD 1 i DISP 1 l LOA 0 2 I IISP 2 : LDAD 3 1 31SP 3 16-l E-Olt 6-l K-02 16-IR -03!
! (LBS) 1 (IN) ! (LBS) I !!N) l (LBS) ! IIN) 1 IIN 41 1 (IN 4) 1 (IN 4) l 3 ... + + _ +. _ _+ +. I I 6. M I 0.0000 1 8.00 1 0.0000 1 2.00 1 0.0000 ! N/A I II/A I N/A I l 222.00 1 0.0258 1 234.00 1 0.0327 1 220.00 1 0.0239 1 3.354 1 2. H 2 1 3.725 I i 534.00 1 0.0522 I 616.00 1 0.0706 1 550.00 1 0.0536 1 3.999 1 3.407 1 4.003 1
!!048.00 1 0.1005 11028.00 1 0.1144 11030.00 1 0.0964 I 4.070 1 3.509 I 4.172 1
, 11438.00 1 0.1330 11424.00 1 0.1525 11472.00 1 0.1380 1 4.224 1 3.645 1 4.165 1 11798.00 1 0.1730 11028.00 1 0.1067 11838.00 1 0.1743 1 4.040 1 3.023 1 4.117 1
, 3 12194.00 1 0.2054 12192.00 1 0.2190 12222.00 1 0.2110 1 4.172 1 3.093 1 4.113 1 n, 12588.00 1 0.2477 12566.00 1 0.2554 12614.00 1 0.2479 I 4.081 1 3.924 1 4.!!7 I
. n, 12970.00 J 0.2810 12948.00 1 0.3030 13034.00 1 0.2890 1 4.127 1 3.799 I 4.100 I. .
e ,
13350.00 ! 0.3257 !3362.00 1 0.3507 13370.00 1 0.3313 1 4.017 1 3.660 1 3.902 1 -
13746.00 1 0.3712 l3764.00 1 0.3854 .3766.00 1 0.3764 1 3.941 1 3.814 1 3.900 1 14132.00 1 0.4284 14168.00 l 0.4396 14194.00 1 0.4277 1 3.766 1 3.702 1 3.830 1 14518.00 : 0.4890 14',76.00 1 0.4998 l4552.00 1 0.4977 1 3.600 1 3.575 1 3.645 l l4916.00 1 0.5659 !4908.00 1 0. W O 14950.00 1 0.5510 1 3.393 1 3.441 ! 3.500 1 15314.00 1 0.6430 l5398.00 1 0.6402 15370.00 1 0.6400 1 3.227 1 3.252 1 3.276 l 15708.0010.737015732.00 ! 0.725915736.M ! 0.73231 3.021 1 3.004 1 3.059 1 16000.00 1 0.I W 16148.00 1 0.8359 16132. M i 0.8355 1 2.772 1 2.972 1 2.866 I 16504. M ! 0.9983 16570.00 1 0.9771 !6544. M i 0.9923 l 2.544 1 2.626 1 2.575 I
( !6894.00 1 1.1864 16932.00 1 1.1093 16886.00 1 1.1461 l 2.269 1 2.440 l 2.346 1 17264.00 1 1.4012 l7434.00 1 1.3869 17340.00 i 1.3904 1 2.024 1 2.093 1 2.061 I l7434. M i 1.7610 17654.00 1 1.6006 17716. M i 1.6607 1 1.648 l 1.067 8 1.814 1 18036.00 1 2.3384 18118.00 1 2.0212 18118.00 1 2.1059 i 1.3421 1.568 1 1.505 I I II/A I N/A 18518.00 1 2.7253 18270.00 ! 2.5604 i N/A i 1.221 ! 1.261 I l :=====..=.........==....==...=.............u==...==..-=...I
! AVERAGE MORENT OF IIERTIA Tielu 3,000 LBS = 3.09 I
.=.================================..= =====
l l
SN 8 $f &$&% N1 $$
w ^
- m. m e /np 6 l
19.3.1 61-24SL-12-06-CP l )
TilANSVERSE LO40 TEST NO. I u ..un ....._......u u u ......u g .. .u. ._u o u u n._ n u n..u uu.u. _. .._.. _._ u m.
( I LDAD (LBSI I DEFLECTION (lu) i I I i -
i I i
! CHAlslEL IIUNIER l i I CHANNEL IRIMIER lAVERA8E !!NERTIA 1 REMARKS I l-------+------+----+--+----+------+-----+-----+ TOTAL l- -l --- ! AT I I I i 10 1 13 1 14 1 15 1 16 ! 17 I 18 1 19 i ! 101 1 105 IMIDSPAll ! l I
,..___a__........_._...-u_.__-.._.=._- . _ . _ .. .!
! 4.0 1 9.0 1 0.0 1 5.0 1 4.0 1 1.0 1 1.0 1 1.0 1 25.0 1 0.1411 1 3.9557 1 0.0000 1 0.00 t I i 5.0 1 9.0 1 1.0 1 15.0 1 4.0 1 1.0 1 0.0 1 1.0 1 233.0 1 0.16% 1 3.9415 1 0.0169 I 5.40 I W F,.re E
! 129.0 1 124.0 l 139.0 1 133.0 1 137.0 1 129.0 1 144.0 1 134.0 I 1266.0 1 0.2743 1 3.5408 1 0.1201 1 4.12 1 1 1 2 M.0 1 195.0 1 209.0 1 213.0 1 207.0 ! 197.0 1 219.0 1 211.0 l 1852.0 1 0.3290 1 3.7951 ! 0.1743 1 4.15 I I I 205.0 1 274.0 1 290.0 1 303.0 1 287.0 1 277.0 1 299.0 1 294.0 1 2504.0 1 0.4071 ! 3.7347 1 0.2435 1 4.02 I I
,I 354.0 1 344.0 1 357.9 I 379.0 ! 358.0 1 347.0 1 370.0 1 364.0 1 3068.0 1 0.4545 1 3.6827 1 0.2932 1 4.09 1 !
- 1., 410.0 1 401.0 1 416.0 1 439.0 1 417.0 1 404.0 1 423.0 1 420.0 1 3525.0 1 0.5027 1 3.6336 1 0.3419 I ~4.03 I I I. 495.0 1 487.0 1 497.0 1 534.0 1 500.0 1 491.0 1 505.0 1 505.0 1 4209.0 1 0.5072 1 3.552B 1 0.4245 1 3.57 1 1
! < 551.0 1 545.0 1 555.0 1 594.0 1 557.0 1 544.0 1 562.0 1 563.0 1 4MO.0 1 0.6520 1 3.4807 1 0. 4894 1 3.73 I I I 619.0 1 610.0 1 617.0 1 M6.0 1 622.0 1 416.0 8 626.0 1 620.0 1 5199.0 1 0.7431 1 3.4040 1 0.5769 1 3.52 ! !
! 693.0 1 682.0 1 &90.0 1 743.0 I 698.0 1 690.0 1 690.0 1 702.0 l 5791.0 1 0.8704 1 3.2008 1 0.7021 1 3.22 ! !
I 760.0 1 751.0 1 760.0 t O!!.0 1 769.0 1 758.0 1 768.0 1 775.0 1 6347.0 1 1.0165 1 3.1323 1 0.8494 1 2.92 I I I B25.0 I 812.0 1 820.0 i 868.0 1 833.0 1 823.0 I 827.0 1 834.0 1 6839.0 l 1.2076 ! 2.9534 1 1.0344 1 2.50 1 !
l 908.0 1 905.0 1 9M.0 ! 960.0 1 918.0 1 911.0 1 917.0 1 931.0 1 7551.0 l 1.0983 1 2.6164 1 1.5403 1 1.90 1 !
! 1000.0 1 994.0 1 993.0 11035.0 11010.0 !!004.0 !!004.0 11024.0 1 8259.0 1 2.1642 1 2.0168 1 1.9810 1 1.63 1 !
! 1056.0 11060.0 11059.0 11040.0 11070.0 11048.0 !!076.0 !!093.0 i B697.0 1 3.4294 1 0.7705 1 3.2363 1 1.05 I I i 1205.0 11171.0 11194.0 ! 70.0 11217.0 11184.0 1 609.0 11214.0 1 8141.0 1 5.1114 l-0. M16 1 4.4938 1 0.71 1 1
. _ _ . ...) .
(3 bis?wt&mT V MG Pst.ewegyp J
a O
ns e am n in U .
av (k V 014lBb
i
~
19.3.2 SI-24SL-12-06-CP l J TRANSVERSE LOAD TEST NO. 2
. . . . . . = = - - - - - . . . . . . . . . . . . . . . . . - = = = - - - - = = . . . . . . . - - = = . . . . . - - . - = =
/]
V LDAD (LIS)
-+ -+
I DEFLECTION (IN)
+.
l I
I I
! CHAlelEL I!!RIBER I I I CHANIEL 1RNGER IAVERA8E IINERTIA I ROIARKS I l-----+----+----+------+-----+----+------+ + TOTAL l-----+-----! AT ! ! I i 10 1 13 1 14 1 15 I 16 I 17 1 18 1 19 I i 101 1 105 lillBSPAll ! I I l 1.. . .. . .. = = = = . . . . = = .. . .. . . . .. . .. ..-l
! 9.0 1 7.0 1 1.0 ! 4.0 ! 2.0 1 6.0 1 1.0 1 1.0 1 31.0 1 0.2747 1 3.7161 1 0.0000 1 0.00 IINITAL LOAD I i 11.0 1 7.0 1 1.0 1 6.0 1 5.0 t I.0 1 3.0 1 1.0 1 231.0 1 0.2951 1 3.6989 1 0.0100 1 4.00 l u o % r e k u I 80.0 1 64.0 1 71.0 1 74.0 1 67.0 1 76.0 1 71.0 1 67.0 1 759.0 1 0.3479 1 3.6465 1 0.0714 1 4.15 l I i 179.0 1 162.0 1 168.0 1 172.0 1 172.0 1 176.0 1 164.0 1 176.0 1 1550.0 1 0.4226 1 3.5720 1 0.1460 1 4.17 I I I 219.0 1 201.0 1 203.0 1 209.0 1 214.0 1 215.0 1 203.0 1 213.0 1 1846.0 1 0.4555 I 3.5426 1 0.1771 1 4.11 1 I
! 302.0 1 200.0 1.205.0 1 295.0 1 302.0 1 296.0 1 283.0 1 290.0 1 2530.0 1 0.5159 1 3.4036 1 0.2369 I 4.17 I I I 359.0 I 333.0 1 344.0 1 351.0 1 364.0 1 353.0 1 339.0 1 360.0 1 2992.0 ! 0.5917 1 3.4393 1 0.2969 1 3.94 I I I 443.0 1 411.0 l+426.0 1 435.0 1 451.0 1 436.0 1 425.0 1 442.0 1 3650.0 1 0.6346 1 3.3619 1 0.3571 1 4.00 I i
! 525.0 1 486.0 1 507.0 1 517.0 1 535.0 1 521.0 1 500.0 1 523.9 I 4311.0 1 0.7202 1 3.2852 1 0.4302 1 3.94 I I
! 621.0 ! 592.0 1 601.0 1 616.0 1 636.0 1 617.0 1 605.0 1 622.0 1 5009.0 1 0.0518 1 3.1525 1 0.5704 1 3.48 I I I 686.0 1 646.0 1 666.0 1 680.0 1 696.0 1 684.0 1 672.0 1 687.0 1 5606.0 1 0.9540 ! 3.0559 1 0.6698 1 3.27 ! l
! 743.0 1 705.0 1 723.0 1 738.0 1 758.0 1 744.0 1 729.0 1 746.0 1 6075.0 1 1.0007 1 2.9284 1 0.7969 1 2.98 1 1
! 802.0 1 762.0 1 781.0 1 795.0 1 809.0 1 803.0 1 790.0 1 804.0 1 6535.0 l 1.2331 1 2.7820 1 0.9463 1 2.70 1 I
! 881.0 ! B44.0 l 867.01806.0 l 890.0 i 889.0 ! 173.01895.017214.01 1.567312.4559 ! 1.27641 2.21 1 I I 962.0 1 917.0 i 951.0 1 968.0 1 956.0 1 971.0 1 955.0 1 972.0 ! 7841.0 1 2.0260 1 1.9959 1 1.7358 1 1.76 I I i 1013.0 1 972.0 !!010.0 11028.0 1 990.0 !!033.0 !!006.0 11027.0 1 8270.0 1 2.5627 1 1.4693 1 2.2674 1 1.42 I I i !1025.0!988.0!!032.0!!051.01981.011053.011017.0!!043.018379.013.7167!0.32&713.41571 0.96 i g I l l 1239.0 1 554.0 1 9.0 !!249.0 11123.0 11223.0 11204.0 1 63.0 1 6855.0 ! 0.0019 l-0.1278 1 1.7856 1 1.50 ICOLLAPSE LDAl I 1. ... - - - -.. . . - - - - - - ..... - -. .- - - - - - ....... . ... . - - . .- - - - - - -..... . . .!
l IAVERA6E MOMENT OF INERTIA THRU 4,500 LIS. 4.19 I
....E3. 333333333..E.333 3.....F3333 3333 3. 3 333 33 33 3. E.333 33 33 3 533333333 33...... 3 2 ....E.EE........
N O w . ; = g a p ,,,, o e a n>
fMinB @ 9/%:2p5 .
g
.)
19.$61-36SL-12-06-CP TRANSVERSE LOAD TEST o I
. ....... _ . _ . _ _ .. _ . _ . _ =
LOAD (Lt.d i
DEFLECTION (INCHEB) i I
I I
I' I
I CHANIEL NUMBER I ! CHAIIIEL lilflIER I illERilA I REllARKS I I
^
--: ---+ + TOTAL I- 1 ACTilAL I I I i 10 1 17 I le i 19 I i 104 1 105 I I I I
- l. == ._= == = - .I I 0.0 I '0.0 1 1.0 l 0.0 1 2.0 1 3.9279 1 0.2324 1 0.0000 1 0.000 1 INITIALLOAD I I 0.0 1 0.0 1 3.0 !. 1.0 1 226.0 1 3.0952 1 0.2405 1 0.0243 1 3.624 1 27 o # r. q u al c.4+ o 1 102.0 1 74.0 I iM.0 I 98.0 1 974.0 1 3.8149 1 0.3567 1 0.1106 1 3.207 1 1 1 200.0 1 150.0 1 194.0 l~ 190.0 1 1606.0 1 3.7292 1 0.4324 1 0.1993 1 3.303 I I l 301.0 1 217.0 1 260.0?ll 205.0 1 2344.0 l 3.6341 1 0.5378 1 0.2995 1 3.056 I I I
I 400.0 1 316.0 1 339.0.17 387.0 1 3118.0 1 3.5390 1 0.6165 1 0.3061 1 3.154 I I 501.0 1 400.0 1 415.0 T 474.013790.0 l 3.441910.719810.40671 3.040 I I I 602.0 1 491.0 1 504.015571.'014554.013.313910.054310.61791 2.975 1 !
l 733.0 1 612.0 1 625.0 1 701.0 1 5560.0 1 3.0042 1 1.0042 1 0.5477 1 2.5e! I I i 800.0 1 676.0 1 607.0 1 766.0 1 6076.0 1 2.9290 1 1.2278 1 0.9971 1'2.300 1 1
, I 901.0 1 774.0 1 784.0 1 173.0 1 6802.0 1 2.5715 l 1.5901 1 1.3570 l 1.900 I I I 1002.0 1 867.0 1 801.0 1 973.0 1 7664.0 1 2.0183 1 2.1625 l 1.9198 l 1.559 I I I 1075.0 1 930.0 1 973.0 1 1058.0 1 8290.0 1 0.8991 1 3.2767 1 3.0365 1 1.066 I COLLAPSE LOAD I 1.= _ = =.= ==... . .===..= _ m.= _ ..= ..= = . . _ su .. .!
! AVERAGE II0llElli 0F llERTIA THRU 3,000 LBS: = 3.27 I
......===.....=_ . . . . . . . . . . = = = = = . . = . . = = . _ . . = . . . = . = . =
O 4
e
....m.. . . . . . . . . . . . . . .
s a w d e k y W.__.,'g . g =. ._+- .
o
- -=
- m Q g- M~j.GI[,..Y.A(;TLLJ.
s f, 2 ==n P '_1 ,
e
! TElf SNPLE 4-345-41 l, Ch369t-12-96@
j g --
t 1.36 C I 8 IEFLECit") (tm : t
+- , g I CNAWEL IISIIES I I CueWEl,01010E0 GutIAGE I f I g ': 1 at t SERA 8t$
I 10 1 11 8 12 g 13 8 14 1 17 I le i 19 1 itTAL : + 5 t its 3010 pan ! I 1
I I t.0 1 3.0 I l.01 2.08 5.68 4.61 1.68 2.0 t 15.013.756210.07u ! 4.0000 t Islil4L L860 t I 3.48 3.0 t 3.0 t 0.6 I l.01 1.0 t 4.6 1.0 t 221.0 3 3.756510.0724 t-4.te22 l2200 Ft Filft0ES:
1 55.0 8 41.0 t 60.8 t 56.4 1 47.0 t 51.9 l' 3LO ! 5.0 t 6N.0 t 3.7403 8 0.003410.00721 :
1 100.0 8 91.0 t 146.0 t 102.0 1 162.6 ! 161.6 8 90.0 I 102.011997.0 t 3.740210.0095 I 9.4195 t :
! 153.0 t 145.8 t 151.0 8 153.0 t 153.0 1 142.4 1 14.0I 15.01144.0 t L740210.0%210.6130 t i I 200.6 I 191.9 I 201.4 1 202.0 1 207.6 3 195.0 8 194.0 t 200.011803.0 I 3.7M710.099016.01941 i 1 251.9 1 241.0 1 240.0 3 252.0 8 250.0 1 240.0 1 243.0 8 200.012206.013.7407 t 0.999710.0193 I i t 301.9 8 290.0 1 299.4 1 343.0 1 313.0 t 341.0 t 294.0 4 313.0 1 2627.9 8 3.7407 3 0.1405 1 0.0237 I I I 356.0 1 32.6 1 352.0 I 30.0 8 376.6 8 306.0 1 349.01 370.0 t 371.013.7400 t 8.114010.0240 t t i 401.0 1 405.0 I 397.8 1 462.0 1 414.0 t 401.0 8 394.01 417.013440.0 I L7404 I 0.112014.9256 I t t 450.4 8 450.0 1 447.4 8 453.0 1 474.0 8 453.4 1 445.9 t 469.01354.0 8 3.733410.1D510.0324 i !
I 495.0 1 505.9 I 498.0 t 495.0 t $29.01 499.0 8 409.41 515.9 8 4214.013.7352 I t.124210.6343 1
, I 545.01 55.9 t 544.0 I 545.0't
- 170.61 350.9 I 539.0 t 567.0 I 4616.013.7295 8 0.l257 8 4.6379 I I I 593.01 600.0 t 509.0 t 593.01 623.0 t 600.0 i N9.9 8 618.9 I 5010.0 t 3.729510.l207 t 9.9394 I i
, t 646.0 t H2.0 8 630.0 1 641.0 J % 673.0 8 650.41 6M.4 I c.679.0 t 5424.0 t 3.7230 t 0.134710.M57 I t 695.0 1 713.0 8 607.61 409.0 t ?723.6 l' 702.0't 609.0 8 722.0 8 505.0 8 3.7230 t 4.13e t 4.Mu t ! '
3 .
! 743.4 1 763.0 1 734.0 1 736.6 1 : 773.0 1 750.0 t ih.61 < 772.0 t 6212.6 8 3.716314.144010.0540 t i 2..I 197.0 1 014.6 I 704.0 t 754.0 t 024.0 4 002.0 t 199.4 t-025.01 M26.0 t 3.7165 8 4.1497 t 0.9564 I I E ;l < l 042.4 I Sk.0 8 031.0 t 032.8.t b 874.0 4 000.01 035.4 Ic074.017909.0 8 3.7112 3 4.155218.hti t i I-8 M2.01 919.0 t 100.4 I 52.64 1 927.0 4 951.0 I 55.6 I E925.4174tl.9 t 3.71M I 4.15H ! t.h45 i !
- - i M3.. I m.4 i ,=.9 i m.0 i - m.0 i m.0 t m.0t m.0i m3.9i3.7m ic.an i4.07M i a
_ l 993.0 t 1873.0 t 975.6 1 100.9 8 1929.4 I IMI.4 I 106.6 t 1927.010219.9 t 3.700010.178310.0766 t t I iM2.0 ! 1673.0 t 1924.0 t 1929.9 8 1981.611951.0 I 1936.0 t 1977.0 l 06tt.613.6945 8 0.1032 I t.0042 I I I i 1990.0 I st23.0 t 1978.9 ! 1976.0 t 'l127.4 I IIM.611986.0 I !!!7.0 t 9005.9 8 3.600710.20410.9950 t t
_ t 1142.0 t 1178.41 1122.0 t 1820.01 !!04.0 I 1151.4 1139.9 I 1100.01 M29.913.6067 0.193419.J994 8 I I 1194.6 1 1230.0 1 1871.0 t 1177.01 1234.0 t 1262.4 I 1191.4 81232.9 8 9036.0 8 3.6H716.2479 I 4.1014 i !
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