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Tabele pentru Rezistenta Materialelor

UNITATI DE MASURATabela 1MARIMI MECANICEForte, Incarcari concentrate Momente incovoietoare UNITATI DE MASURA NOI (S.I.) SI CORESPONDENTA IN SISTEMUL VECHI

OBSERVATIIdaN decanewton kN kilonewton

S.I.1 daN 10 kN 1 daNcm 1 daNm 10 kNm 1 daN/m 10 kN/m 1 daN/m 2 10 kN/m 2 1 daN/mm 2 1 daN/cm 2 10 kN/cm 1 daJ2

MKfS1 kgf 1 tf 1 kgfcm 1 kgfm 10 tfm 1 kgf/m 1 tf/m 1 kgf/m 2 10 tf/m 2 1 kgf/mm 2 1 kgf/cm 2 1 tf/cm 1 kgfm2

Incarcari distribuite

Presiune, Tensiune, Efort unitar Lucru mecanic, Energie

Pentru rezultate de laborator Simboluri OL Pentru calcule de eforturi unitare daJ decajoule

OBSERVATII: 1. Conform STAS 737-68, unitatea de masura pentru forta in sistemul SI, legala in Romania, este Newtonul (N) 2. In vederea simplificarii calculelor elementelor de constructii, se accepta urmatoarele: Se aproximeaza 1 kgf = 9,80665 N (aproximativ 10 N); Se lucreaza de preferinta in decanewtoni (daN) pentru ca marimile exprimate pana acum in sistemul MKfS in kgf sau kgf/cm2 sa ramana cu aceleasi valori exprimate in daN sau daN/cm2 in sistemul SI.

1

Tabele pentru Rezistenta Materialelor

REZISTENTE ADMISIBILE PENTRU ELEMENTE DE CONSTRUCTII DIN OL37,dupa STAS 763-71, in daN/cm2 (modificat in 1976)

Tabela 2

SOLICITAREAIntindere, compresiune si incovoiere Forfecare Presiune locala

SIMBOL sa ta sa

GRUPAREA DE INCARCARI

I1600 950 7000

II1800 1100 8000

OBSERVATII: Pentru gruparea III de incarcari, rezistenta admisibila se determina prin multiplicarea cu 1,25 a rezistentei admisibile din gruparea I de incarcari corespunzatoare solicitarii respective.

REZISTENTE ADMISIBILE PENTRU LEMN DE BRAD IN CONSTRUCTII,dupa STAS 856-71, in daN/cm2

Tabela 3

SOLICITAREAIncovoiere Intindere in lungul fibrelor Compresiune in lungul fibrelor Strivire in lungul fibrelor Compresiune normal pe fibre Strivire normal pe fibre la imbinari cu pene Forfecare in lungul fibrelor provenind din inconvoiere Forfecare la imbinari cu praguri Forfecare la pene prismatice, in lungul fibrelor Forfecare in plan normal pe fibre

SIMBOL sai sat sac sas sac sas tai ta ta ta

NATURA CONSTRUCTIEI definitiva 100 70 100 100 15 25 20 10 10 45 provizorie 120 85 120 120 18 30 24 12 12 552

Tabele pentru Rezistenta Materialelor

IMBINARI NITUITE1. REZISTENTE ADMISIBILE,dupa STAS 763-71, in daN/cm2 (modificat in 1976)

Tabela 4Coeficient in Nituri din OL34 Elemente din OL34

SolicitareaForfecare Presiune pe gaura

Simbol saf s ag

raport cu s a a materialului 0.8 2.0

Gruparea de incarcari I II I II1300 1500 3200 3600

2. PREVEDERI CONSTRUCTIVEa. Diametrele niturilor in functie de grosimea tablelor de strans: Tabela 5Diametrul de calcul al nitului d, in mm Grosimea celei mai subtiri piese din pachet t, in mm 10.5 14 17 5-9 20 7-11 23 10-14 26 13-19 29 peste 20

pana la 5

b. Distantele minime si maxime dintre nituri:

c. Recomandari: La alegerea distantei intre nituri se tine seama de rolul imbinarii in cadrul constructiei metalice respective. La imbinarile de rezistenta niturile se aseaza cat mai strans la distante minime, pentru a nu lungi zona de imbinare. La imbinarile de solidarizare, cu caracter constructiv, se merge spre distantele maxime, pentru a reduce numarul de nituri.

3

Tabele pentru Rezistenta Materialelor

IMBINARI SUDATE1. REZISTENTE ADMISIBILE LA SUDURI IN ELEMENTE DE CONSTRUCTII DIN OL37,dupa STAS 763-71, in daN/cm2 (modificat in 1976)

Tabela 6Tipul cordonului de sudura Sudura in relief Sudura in adancime Solicitarea Forfecare Compresiune Intindere (control obisnuit) Simbol Coeficient in raport cu sa 0,70 1,00 0,80 Gruparea de incarcari

I1100 1600 1300

II1250 1800 1450

tas sas sas

2. PREVEDERI CONSTRUCTIVEDimensiunile coordonatelor de sudura in relief: - grosimea de calcul minima amin se alege in functie de grosimea maxima tmax a piesei celei mai groase care se sudeaza, conform tabelei: Tabela 7tmax (mm) pana la 10 amin (mm)3 11-12 4 21-30 6 31-50 7

- grosimea de calcul maxima nu poate depasi 0,7 din grosimea celei mai subtiri dintre piesele de sudat, a0,7tmin. Fac exceptie sudurile de la muchia cornierelor sau profilelor U, a caror grosime a poate fi pana la 0,85t. - lungimea de calcul a cordonului de sudura in relief va fi cel putin 6a, dar nu mai putin de 40mm. - lungimea maxima nu va fi mai mare decat 60a. - sudurile de rezistenta se executa cu grosimea maxima permisa (a=0,7t), pe cand la sudurile de solidarizare se pot folosi grosimi apropiate de cele minime.

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Tabele pentru Rezistenta Materialelor

OTEL ROTUND(dupa STAS 333-71)

Tabela 8Diametrul Aria sectiunii Masa teoretica Diametrul Aria sectiunii Masa teoretica

mm12 13 14 15 16 18 20 21 22 24 25 26 28 30 32 34 35 36 38 40 42 45 48 50 53

cm21.13 1.33 1.54 1.77 2.01 2.54 3.14 3.46 3.80 4.52 4.91 5.31 6.16 7.07 8.04 9.08 9.62 10.20 11.30 12.60 13.90 15.90 18.10 19.60 22.10

kg/m0.89 1.04 1.21 1.39 1.56 2.00 2.47 2.72 2.98 3.55 3.85 4.17 4.83 5.55 6.31 7.13 7.55 7.99 8.90 9.89 10.90 12.50 14.20 15.40 17.30

mm56 60 65 70 75 80 85 90 95 100 110 120 130 140 150 160 170 180 200 210 220 240 250 270 300

cm224.6 28.3 33.2 38.5 44.2 50.3 56.7 63.6 70.9 78.5 95.0 113 133 154 177 201 227 254 314 346 380 452 491 572 707

kg/m19.3 22.2 26.1 30.2 34.7 39.5 44.5 49.9 55.6 61.7 74.6 88.8 104 121 139 158 178 200 247 272 298 355 385 449 555

5

Tabele pentru Rezistenta Materialelor

Tabela 9Denumirea Dimensiuni Aria

mm h80 100 120 140 160 180 200 220 240 260 280 300 320 360 400

Masa

Caracteristici geometrice fata de axele

sectiunii teoretica

I8 10 12 14 16 18 20 22 24 26 28 30 32 36 40

b42 50 58 66 74 82 90 98 106 113 119 125 131 143 155

t5.9 6.8 7.7 8.6 9.5 10.4 11.3 12.2 13.1 14.1 15.2 16.2 17.3 19.5 21.6

d3.9 4.5 5.1 5.7 6.3 6.9 7.5 8.1 8.7 9.4 10.1 10.8 11.5 13.0 14.4

A cm27.6 10.6 14.2 18.3 22.8 27.9 33.5 39.6 46.1 53.4 61.1 69.1 77.8 97.1 118.0

G kg/m6.0 8.3 11.2 14.4 17.9 21.9 26.3 31.1 36.2 41.9 48.0 54.2 61.1 76.2 92.6

Iz cm4

z-z Wz cm3

iz cm3.20 4.01 4.81 5.61 6.40 7.20 8.00 8.80 9.59 10.4 11.1 11.9 12.7 14.2 15.7

Iy cm4

y-y Wy cm3

Smax cm311.4 19.9 31.8 47.7 68.0 93.4 125 162 206 257 316 381 457 638 857

iy cm0.91 1.07 1.23 1.40 1.55 1.71 1.87 2.02 2.20 2.32 2.45 2.56 2.67 2.90 3.13

77.8 171 328 573 935 1450 2140 3060 4250 5740 7590 9800 12510 19610 29210

19.5 34.2 54.7 81.9 117 161 214 278 354 442 542 653 782 1090 1460

6.29 12.2 21.5 36.2 54.7 81.3 117 162 221 288 364 451 555 818 1160

3.00 4.88 7.41 10.7 14.8 19.8 26.0 33.1 41.7 51.0 61.2 72.2 84.7 114 149

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Tabele pentru Rezistenta Materialelor

Tabela 10Denumirea Dimensiuni Aria

mm h b d5.5 6.0 6.0 7.0 7.0 7.5 8.0 8.5 9.0 9.5 10 10

Masa

Caracteristici geometrice fata de axele

sectiunii teoretica

U6.5 8 10 12 14 16 18 20 22 24 26 30

t7.5 8.0 8.5 9.0 10.0 10.5 11.0 11.5 12.5 13.0 14.0 16.0

A cm29.03 11.0 13.5 17.0 20.4 24.0 28.0 32.2 37.4 42.3 48.3 58.8

G kg/m7.09 8.64 10.6 13.4 16.0 18.8 22.0 25.3 29.4 33.2 37.9 46.2

Iz cm4

z-z Wz cm3

iz cm2.52 3.10 3.91 4.62 5.45 6.21 6.95 7.70 8.48 9.22 9.99 11.7

Iy cm4

y-y Wy cm3

Smax

e

iy cm1.25 1.33 1.47 1.59 1.75 1.89 2.02 2.14 2.30 2.42 2.56 2.90

cm3 cm 15.9 24.5 36.3 51.4 68.8 89.6 114 146 179 221 316 1.42 1.45 1.55 1.60 1.75 1.84 1.92 2.01 2.14 2.28 2.36 2.70

65 42 80 45 100 50 120 55 140 60 160 65 180 70 200 75 220 80 240 85 260 90 300 100

57.5 106 205 364 605 925 1350 1910 2690 3600 4820 8030

17.7 26.5 41.2 60.7 86.4 116 150 191 245 300 371 535

14.1 19.4 29.3 43.2 62.7 85.3 114 148 197 248 317 495

5.07 6.36 8.49 11.1 14.8 18.3 22.4 27.0 33.6 39.6 47.7 67.8

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Tabele pentru Rezistenta Materialelor

Tabela 11Dimensiuni Denumirea

mm a40 45 50

Aria

Masa

Distanta axelor

Caracteristici geometrice pentru axa de incovoiere

sectiunii teoretica

cm e1.12 1.16 1.28 1.32 1.4 1.45 1.49 1.64 1.69 1.77 1.85

z-z y-y v Iz4.47 5.43 7.81 9.16 11 12.8 14.6 19.4 22.8 29.2 34.9

x-x

h-h

L40 x 40 x 45 x 45 x 50 x 50 x 50 x 60 x 60 x 60 x 60 x 40 x 4 40 x 5 45 x 5 45 x 6 50 x 5 50 x 6 50 x 7 60 x 5 60 x 6 60 x 8 60 x 10

g4 5 5 6 5 6 7 5 6 8 10

A cm23.08 3.79 4.3 5.08 4.8 5.69 6.56 5.82 6.91 9.03 11.1

G kg/m2.24 2.97 3.38 4 3.77 4.47 5.15 4.57 5.42 7.09 8.69

w2.83

Wz1.55 1.91 2.43 2.88 3.05 3.61 4.16 4.45 5.29 6.89 8.41

cm4 cm3

Wx ix Ix Ih Wh ih iz cm cm4 cm3 cm cm4 cm3 cm1.21 1.2 1.35 1.34 1.51 1.5 1.49 1.82 1.82 1.8 1.78 7.09 8.6 12.4 14.5 17.4 20.4 23.1 30.7 36.2 46.2 55.1 2.51 3.05 3.9 4.56 4.92 5.76 6.53 7.25 8.51 10.9 13 1.52 1.51 1.7 1.69 1.9 1.89 1.88 2.3 2.29 2.26 2.23 1.85 2.26 3.25 3.82 4.54 5.33 6.1 8.02 9.43 12.1 14.8 1.17 1.37 1.8 2.04 2.59 2.61 2.91 3.45 3.95 4.86 5.67 0.78 0.77 0.87 0.87 0.97 0.97 0.96 1.17 1.17 1.16 1.16

60

1.58 1.64 1.81 3.18 1.87 1.98 3.54 2.04 2.11 2.32 2.39 4.24 2.5 2.61

8

Tabele pentru Rezistenta MaterialelorDimensiuni Denumirea Distanta axelor Aria Masa cm sectiunii teoretica Caracteristici geometrice pentru axa de incovoiere

mm a g6 7 8 10 6 8 10 8 9 11 8 10 12 10 12 12 14 16 12 14 16 14 16 18

z-z y-y Iz36.9 42.4 47.5 57.2 55.8 72.2 87.5 104 116 138 145 177 207 313 368 472 540 605 602 689 772 845 949 1050

x-x

h-h

L70 x 70 x 6 70 x 70 x 7 70 x 70 x 8 70 x 70 x 10 80 x 80 x 6 80 x 80 x 8 80 x 80 x 10 90 x 90 x 8 90 x 90 x 9 90 x 90 x 11 100 x 100 x 8 100 x 100 x 10 100 x 100 x 12 120 x 120 x 10 120 x 120 x 12 130 x 130 x 12 130 x 130 x 14 130 x 130 x 16 140 x 140 x 12 140 x 140 x 14 140 x 140 x 16 150 x 150 x 14 150 x 150 x 16 150 x 150 x 18

A cm28.13 9.4 10.6 13.1 9.35 12.3 15.1 13.9 15.5 18.7 15.5 19.2 22.7 23.2 27.5 30 34.7 39.3 32.5 37.6 42.2 40.3 45.7 51

G kg/m6.38 7.38 8.36 10.3 7.36 9.63 11.9 10.9 12.2 14.7 12.2 15 17.8 18.2 21.6 23.6 27.2 30.9 25.5 39.4 37.3 31.6 35.9 40.1

e1.93 1.97 2.01 2.09 2.17 2.26 2.34 2.5 2.54 2.62 2.74 2.82 2.9 3.31 3.4 3.64 3.72 3.8 3.9 3.98 4.2 4.21 4.29 4.37

w

v2.73 2.79 2.85 2.96 3.07 3.19 3.3 3.53 3.59 3.7 3.87 3.99 4.11 4.69 4.8 5.15 5.26 5.37 5.5 5.61 5.9 5.95 6.07 6.17

Wz7.27 8.41 9.52 11.7 9.57 12.6 15.4 16.1 18 21.6 19.9 24.6 29.1 36 42.7 50.4 58.2 65.8 59.7 68.8 79.1 78.2 88.7 98.7

cm4 cm3

Ix Wx ix Ih Wh ih iz cm cm4 cm3 cm cm4 cm3 cm2.13 2.12 2.11 2.09 2.44 2.43 2.41 2.74 2.74 2.72 3.06 3.04 3.02 3.67 3.65 3.97 3.94 3.92 4.31 4.3 4.28 4.58 4.56 4.54 53.5 67.1 75.3 90.5 88.5 115 139 166 184 218 230 280 328 497 584 750 857 959 957 1094 1230 1340 1510 1670 10.8 13.6 15.2 18.3 15.6 20.3 24.6 26.2 28.8 34.3 32.6 39.6 46.4 58.8 60.9 81.6 93.3 104 96.5 110 126 126 142 158 2.68 2.67 2.66 2.63 3.08 3.06 3.03 3.45 3.45 3.41 3.85 3.83 3.8 4.63 4.6 5 4.97 4.94 5.43 5.42 5.4 5.77 5.74 5.71 15.2 17.5 19.7 23.9 23.1 29.8 36.3 43.1 47.8 57.1 59.8 72.9 85.7 129 151 194 223 251 248 284 314 347 391 435 5.59 6.27 6.91 8.09 7.55 9.36 11 12.2 13.3 15.4 15.4 18.3 20.9 27.5 31.5 37.7 42.4 46.7 44.9 50.5 61.5 58.3 64.4 70.4 1.37 1.36 1.36 1.35 1.56 1.55 1.55 1.76 1.76 1.75 1.96 1.95 1.94 2.36 2.35 2.54 2.53 2.52 2.76 2.74 2.72 2.94 2.93 2.92

70

4.95

80

5.66

90

6.36

100 120 130

7.07 8.49 9.19

140

9.9

150

10.6

9

Tabele pentru Rezistenta Materialelor

Tabela 12Denumirea Dimensiuni Aria Masa Distanta axelor Pozitia axei Caracteristici geometrice pentru axa de incovoiere sectiunii teoretica

cm ez1.42 2.15 2.20 2.00 2.39 2.47 2.55 3.59 3.67 3.06 3.15 3.23 4.80 4.89 4.97

z-z

y-y

x-x

h-h

LL40 x 20 x 3 60 x 30 x 5 60 x 30 x 6 60 x 40 x 6 80 x 65 x 6 80 x 65 x 8 80 x 65 x 10 100 x 50 x 8 100 x 50 x 10 100 x 75 x 7 100 x 75 x 9 100 x 75 x 11 150 x 100 x 10 150 x 100 x 12 150 x 100 x 14

a40 60 60 80

b20 30 40 65

g3 5 6 6 6 8 10 8 10 7 9 11 10 12 14

A cm21.73 4.29 5.08 5.68 8.41 11.0 13.6 11.4 14.1 11.9 15.1 18.2 24.2 28.7 33.2

G kg/m1.36 3.37 4.59 4.46 6.60 8.66 10.7 8.99 11.1 9.32 19.8 14.3 19.0 29.6 26.1

ey0.44 0.68 0.72 1.01 1.65 1.73 1.81 1.12 1.20 1.83 1.91 1.99 2.34 2.42 2.50

w12.61 3.89 3.86 4.06 5.61 5.59 5.56 6.49 6.43 6.90 6.91 6.87 10.30 10.20 10.20

w21.77 2.67 2.69 3.02 4.63 4.65 4.68 4.44 4.40 5.42 5.45 5.49 7.50 7.53 7.56

v10.79 1.20 1.25 1.72 2.69 2.79 2.90 2.00 2.08 3.10 3.22 3.32 4.10 4.19 4.28

v21.19 1.77 1.75 2.10 2.94 2.94 2.95 2.96 2.93 3.61 3.63 3.65 5.25 5.24 5.23

h - h Iz Ih Ix Iy Wz iz Wy iy ix ih 4 3 4 3 4 4 tg a cm cm cm cm cm cm cm cm cm cm0.257 0.256 0.252 0.431 0.649 0.645 0.640 0.257 0.253 0.553 0.549 0.545 0.442 0.439 0.435 2.60 15.6 18.2 20.1 52.8 68.1 82.2 116 141 118 148 176 552 650 744 1.09 4.04 4.78 5.03 9.41 12.3 15.1 18.1 22.2 17.0 21.5 25.9 54.1 64.2 74.1 1.27 1.90 1.89 1.88 2.51 2.49 2.46 3.18 3.16 3.15 3.13 3.11 4.78 4.76 4.73 0.47 2.60 3.02 7.12 31.2 40.1 48.3 19.5 23.4 56.9 71.0 84.0 198 232 264 0.30 1.12 1.32 2.38 6.44 8.41 10.3 5.04 6.17 10.0 12.7 15.3 25.8 30.6 35.2 0.52 0.78 0.77 1.12 1.93 1.91 1.89 1.31 1.29 2.19 2.17 2.15 2.86 2.84 2.82 2.96 16.5 19.2 23.1 68.5 88.0 106 123 149 145 181 214 637 749 896 1.31 1.96 1.95 2.02 2.85 2.82 2.79 3.28 3.25 3.49 3.47 3.44 5.13 5.10 5.07 0.31 1.69 1.99 4.15 15.6 20.3 24.8 12.7 15.4 30.1 37.8 45.4 112 132 152 0.42 0.63 0.63 0.86 1.35 1.36 1.35 1.05 1.05 1.59 1.59 1.58 1.15 2.15 2.14

100 50 100 75

150 100

10

Tabele pentru Rezistenta Materialelor

COEFICIENTI DE FLAMBAJ f CORESPUNZATORI CURBELOR DE FLAMBAJ A, B, C.(conform modificarilor din 1976 la STAS 763/1-71)

Tabela 14Nr. Crt. INCADRAREA IN CURBELE DE FLAMBAJ Tipul sectiuniia. Tuburi laminate la cald fara sudura

Curba

1b. Profile I laminate sau sudate din tabla oxicupata - flambaj in plan paralel cu inima a. Profile I laminate sau sudate din tabla oxicupata - flambaj in plan paralel cu talpile

A

2b. Chesoane sudate - Profile solidarizate cu placute sau zabrelute

B

3

a. Profile deschise cu o axa de simetrie - flambaj in plan paralel cu axa de simetrie

C B

b. Profile deschise cu o axa de simetrie - flambaj in plan perpendicular pe axa de simetrie OBS: Flambajul se produce prin incovoiere-rasucire daca l in raport cu axa de simetrie este

mai mic decat l in raport cu axa perpendiculara pe axa de simetrie. In acest caz verificarea pierderii stabilitatii se face cu ltr. Axele reprezentate in figura sunt cele dupa care se produce flambajul.

11

Tabele pentru Rezistenta Materialelor

COEFICIENTI DE FLAMBAJ f PENTRU OL37Tabela 15f l1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50

A1.000 1.000 1.000 1.000 0.999 0.999 0.999 0.998 0.998 0.997 0.997 0.996 0.995 0.995 0.994 0.993 0.992 0.991 0.990 0.989 0.988 0.987 0.985 0.984 0.982 0.981 0.979 0.978 0.976 0.974 0.972 0.971 0.969 0.966 0.964 0.962 0.960 0.957 0.955 0.952 0.950 0.947 0.944 0.940 0.938 0.935 0.932 0.928 0.925 0.921

B1.000 1.000 1.000 0.999 0.999 0.998 0.998 0.997 0.997 0.996 0.995 0.994 0.993 0.992 0.990 0.989 0.987 0.986 0.984 0.983 0.981 0.979 0.977 0.975 0.972 0.970 0.968 0.965 0.963 0.960 0.957 0.954 0.951 0.948 0.945 0.942 0.938 0.935 0.931 0.927 0.923 0.920 0.915 0.911 0.907 0.902 0.898 0.893 0.888 0.883

C1.000 1.000 0.999 0.999 0.998 0.997 0.996 0.995 0.994 0.992 0.990 0.989 0.987 0.985 0.982 0.980 0.977 0.975 0.972 0.969 0.966 0.962 0.959 0.955 0.951 0.948 0.944 0.939 0.935 0.931 0.926 0.922 0.917 0.912 0.907 0.902 0.897 0.892 0.886 0.881 0.875 0.869 0.864 0.858 0.852 0.846 0.840 0.833 0.827 0.821

f l51 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

A0.918 0.914 0.910 0.906 0.902 0.898 0.893 0.889 0.884 0.880 0.875 0.870 0.865 0.860 0.855 0.849 0.844 0.838 0.832 0.826 0.820 0.814 0.808 0.802 0.795 0.789 0.782 0.776 0.769 0.762 0.755 0.748 0.741 0.734 0.727 0.719 0.712 0.705 0.697 0.690 0.683 0.675 0.668 0.661 0.653 0.646 0.638 0.631 0.624 0.616

B0.878 0.873 0.868 0.863 0.857 0.852 0.846 0.840 0.834 0.828 0.822 0.816 0.810 0.804 0.797 0.791 0.784 0.777 0.771 0.764 0.757 0.750 0.743 0.736 0.729 0.722 0.715 0.708 0.700 0.693 0.686 0.619 0.672 0.664 0.657 0.650 0.643 0.636 0.628 0.621 0.614 0.607 0.600 0.593 0.586 0.576 0.572 0.565 0.559 0.552

C0.814 0.808 0.801 0.795 0.788 0.782 0.775 0.768 0.762 0.755 0.748 0.741 0.734 0.728 0.721 0.714 0.707 0.700 0.693 0.686 0.680 0.673 0.666 0.659 0.652 0.646 0.639 0.632 0.626 0.619 0.612 0.606 0.599 0.593 0.587 0.580 0.574 0.568 0.561 0.555 0.549 0.543 0.537 0.531 0.525 0.519 0.513 0.508 0.502 0.496

f l101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150

A0.609 0.602 0.595 0.588 0.581 0.574 0.567 0.560 0.553 0.546 0.539 0.533 0.526 0.520 0.513 0.507 0.501 0.494 0.488 0.482 0.476 0.470 0.464 0.459 0.453 0.447 0.442 0.436 0.431 0.426 0.421 0.416 0.410 0.405 0.401 0.396 0.391 0.386 0.382 0.377 0.373 0.368 0.364 0.360 0.355 0.351 0.347 0.343 0.339 0.335

B0.545 0.539 0.532 0.526 0.519 0.513 0.507 0.500 0.494 0.488 0.482 0.476 0.470 0.465 0.459 0.453 0.448 0.442 0.437 0.431 0.426 0.421 0.416 0.411 0.406 0.401 0.396 0.391 0.387 0.382 0.377 0.373 0.368 0.364 0.360 0.356 0.351 0.347 0.343 0.339 0.335 0.331 0.328 0.324 0.320 0.316 0.313 0.309 0.306 0.302

C0.491 0.485 0.480 0.474 0.469 0.464 0.458 0.453 0.448 0.443 0.438 0.433 0.428 0.424 0.419 0.414 0.410 0.405 0.401 0.396 0.392 0.387 0.383 0.379 0.375 0.710 0.366 0.362 0.358 0.355 0.351 0.347 0.343 0.339 0.336 0.332 0.329 0.325 0.322 0.318 0.315 0.312 0.308 0.305 0.302 0.299 0.296 0.293 0.289 0.287

f l151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200

A0.331 0.328 0.324 0.320 0.170 0.319 0.310 0.306 0.303 0.299 0.296 0.293 0.290 0.286 0.283 0.280 0.277 0.274 0.271 0.268 0.266 0.263 0.260 0.257 0.255 0.252 0.490 0.247 0.244 0.242 0.239 0.237 0.235 0.232 0.230 0.228 0.225 0.223 0.221 0.210 0.217 0.215 0.213 0.211 0.209 0.207 0.205 0.203 0.201 0.199

B0.299 0.296 0.292 0.289 0.286 0.283 0.280 0.277 0.274 0.271 0.268 0.265 0.262 0.259 0.257 0.254 0.251 0.248 0.246 0.243 0.241 0.238 0.236 0.233 0.231 0.229 0.226 0.224 0.222 0.220 0.218 0.215 0.213 0.211 0.209 0.207 0.205 0.203 0.201 0.199 0.197 0.195 0.194 0.192 0.190 0.188 0.186 0.185 0.183 0.181

C0.287 0.281 0.276 0.275 0.272 0.269 0.267 0.264 0.261 0.259 0.256 0.254 0.251 0.249 0.246 0.244 0.241 0.239 0.237 0.235 0.232 0.230 0.228 0.226 0.224 0.221 0.219 0.217 0.215 0.213 0.211 0.209 0.207 0.205 0.204 0.202 0.200 0.198 0.196 0.195 0.193 0.191 0.189 0.188 0.186 0.184 0.183 0.181 0.180 0.178

12