Modulo de Elasticidad Puente

8/18/2019 Modulo de Elasticidad Puente

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0.001 1

µ 0.25cm2 A 0.02567

δ 0.05

3.14150.030170966


2/11


3/11

0.026923080.02316602 0.231030.02692308 0.41072

0.02567 0.12835 0.102680.205360.15402

0.361579990.511351330.44284324


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MÓDULO D LA!"#$#DAD

M1 L% 139 mm

&(g'.) *( mm) +*(g'/cm2) (mm/mm)51 2 1986.755 0.0144

100.3 2.5 3907.285 0.018149.7 3 5831.71 0.0216199.1 4 7756.136 0.0288248.4 5 9676.665 0.036297.8 6 11601.091 0.0432347.2 7 13525.516 0.0504396.2 8 15434.359 0.0576

1% 296757 296.757

M2 L% 115 mm

&(g'.) *( mm) +*(g'/cm2) (mm/mm)33 1 1285.547 0.0072

82.4 2 3209.973 0.0144131.5 3 5122.711 0.0216180.8 3.5 7043.241 0.0252230.1 4 8963.771 0.0288279.5 4.5 10888.196 0.0324328.9 5.5 12812.622 0.0396

2% 374937

,'-m% 335847 g'/cm2335.847 kg/cm2

239.891 kg/cm2

2

4

6

8

10

12

14

16

18


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* % 12206.856 g'/cm212.206856 kg/cm2

0.01 0.02 0.03 0.04 0.05 0.060

000

000

000

000

000

000

000

000

000

1986.755

3907.285

5831.71

7756.136

9676.66511601.091

13525.516

15434.359*( ) % 297103.498547567 1312.3034509804

$- mn DL n ' ($- mn D)

0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.0450

2000

4000

6000

8000

10000

12000

14000

1285.547

3209.973

5122.711

7043.241

8963.771

10888.196

12812.622*( ) % 375375.231958763 2026.7754639175*( ) % 375375.231958763 2026.7754639175

$-LL


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100 mm2 10 mm1cm2 1 cm

300000 kg/cm2

mn D' ($- mn D)' ($- mn D)


7/11

FIDEO HUECO 2.387468962387.46896

µ 0.25cm2 A 0.03064 0.00239

δ 0.05

MÓDULO D LA!"#$#DAD

M1 L% 152 mm

&(g'.) *( mm) +*(g'/cm2) (mm/mm)33.2 0.5 1083.551 0.003382.7 1 2699.086 0.0066

131.9 1.5 4304.830 0.0099

181 2 5907.311 0.0132230 3 7506.527 0.0197279.3 3.5 9115.535 0.023328.7 4 10727.807 0.0263427.4 5.5 13949.086 0.0362525.8 6 17160.574 0.0395673.3 7 21974.543 0.0461771.8 8 25189.295 0.0526951.3 9 31047.650 0.0592

1081.9 10 35310.052 0.06581833.9 10.5 59853.133 0.06911981.9 12 64683.420 0.07892673.9 13.5 87268.277 0.0888


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g/cm3 tn/m3kg/m3

V(cm3) L(cm)kg/cm3 0.8 26.02 0.03074558

0.8 26.2 0.03053435

0.8 26.11 0.03064 0.24512

% 875661 g/cm2 875.661% 625.472

0 0.01 0.020.030.040.05 0.060.07 0.080.09 0.10.000

10000.00020000.00030000.00040000.00050000.00060000.00070000.00080000.00090000.000

100000.000

*( ) % 874518.159128701 10021.0507597461

$- mn L n ' ($-


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0.12256

0.06128 0.197517620.19752

kg/cm2

mn )


10/11

"#&O A A $O $"A A A "# UA1 L 0.06128 0.02567

#D O! :U $O $OM& !#O 0.24512 0.12256!. " A$$#Ó ;A! 0.41072 0.23103!&A U ""# " A$$#Ó $U DA! 0.12835 0.23103

A "# UA MU "A0.84 1.2440.16 0.320.68 0.924


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V#VA24.32

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Modulo de Elasticidad Puente