estrucuturas

Delta Y
0
0.000925
0.000925
0.000925
0.000925
0.000925
0.000925
0.000925
0.000925
0.000925
0.000925
0.000925
0.000925
0.000925
0.000925
0.000925
0.000925
0.000925
0.000925
0.000925
0.000925
0.000925
0.000925
0.000925
0.000925
0.000925
0.000925
0.000925

Delta X
0.000000
0.003838
0.003837
0.003837
0.003837
0.003837
0.003837
0.003837
0.003837
0.0038370.003837
0.003837
0.003837
0.003837
0.003837
0.003837
0.003837
0.003837
0.003837
0.003837
0.003837
0.003837
0.003837
0.003837
0.003837
0.003837
0.003837
0.003837

Delta
Longitud de
longitud de
arco
arco
0.000
0.004
0.004
0.004
0.004
0.004
0.004
0.004
0.004
0.004
0.004
0.004
0.004
0.004
0.004
0.004
0.004
0.004
0.004
0.004
0.004
0.004
0.004
0.004
0.0040.004
0.004
0.004

0.000000
0.004311
13.794543
13.970274
13.974369
13.978464
13.982559
13.986655
13.990751
13.994848
13.998945
14.003042
14.039936
14.048139
14.052240
14.634552
14.638711
14.642870
14.801253
14.805430
14.809607
14.813784
14.817962
14.822140
15.023233
15.027434
15.187409
15.500964

Distancia X
0
0.0038375
13.3852
13.5502125
13.55405
13.557887513.561725
13.5655625
13.5694
13.5732375
13.577075
13.5809125
13.61545
13.623125
13.6269625
14.16805
14.1718875
14.175725
14.32155
14.3253875
14.329225
14.3330625
14.3369
14.3407375
14.5249375
14.528775
14.6746
14.958575

Distancia Y (0L/2)
0.000
0.001963498
0.85266598
0.79223637
0.79080775
0.78937808
0.78794734
0.78651553
0.78508267
0.78364874
0.78221375
0.780777690.76780525
0.76491076
0.76346191
0.54834166
0.54673808
0.54513339
0.48332674
0.48167836
0.48002885
0.47837822
0.47672646
0.47507357
0.39440089
0.39269227
0.32691120
0.19397675

MOMENTO
FLECTOR VERTICAL
0
88.29306417
45027.38091
41231.11728
41142.83174
41054.54617
40966.2606
40877.975
40789.68939
40701.40377
40613.11813
40524.83247
39730.26086
39553.6892239465.40337
27016.94097
26928.65287
26840.36476
23485.40469
23397.11595
23308.8272
23220.53843
23132.24965
23043.96085
18806.0796
18717.79001
15362.77374
8829.253807

MOMENTO
FLECTOR POR
CARGAS
0
-1.65421E-05
-262938.8846
-270531.7507
-270708.3293
-270884.908
-271061.4866
-271238.0653
-271414.644
-271591.2227
-271767.8014
-271944.3802
-273533.5895
-273886.7473
-274063.3262-298961.113
-299137.6942
-299314.2754
-306024.3725
-306200.9543
-306377.5362
-306554.118
-306730.6999
-306907.2818
-315383.2309
-315559.8136
-322269.9669
-335337.1748

M (1 TON) CARGA
VIRTUAL
0
0.001963498
0.852665979
0.79223637
0.790807755
0.789378077
0.787947338
0.786515535
0.785082669
0.78364874
0.782213747
0.78077769
0.767805251
0.764910758
0.7634619110.548341663
0.546738081
0.545133386
0.483326736
0.481678358
0.480028853
0.47837822
0.47672646
0.475073571
0.394400892
0.392692267
0.326911196
0.193976754

Mmh
0
0.173363295
38393.31585
32664.79068
32536.07039
32407.55873
32279.25596
32151.16237
32023.27822
31895.60377
31768.1393
31640.88509
30505.1029
30255.04241
30130.33227
14814.51433
14722.91999
14631.57891
11351.12411269.8844
11188.90959
11108.19985
11027.75548
10947.57677
7417.134566
7350.331399
5022.262731
1712.669994

Página 1 de Calculo de esfuerzos en arcos Biempotrados

mh^2
0
3.85533E-06
0.727039273
0.627638466
0.625376905
0.623117749
0.620861007
0.618606686
0.616354797
0.614105347
0.611858346
0.609613801
0.589524903
0.585088468
0.582874089
0.300678579
0.2989225290.297170408
0.233604734
0.232014041
0.2304277
0.228845722
0.227268117
0.225694898
0.155552064
0.154207217
0.10687093
0.037626981

MOMENTO EN
SECCION

Reaccion
horizontal

0
-56.74333889
-17955.91635
-17288.46716
-17271.22616
-17253.90672
-17236.50881
-17219.03241
-17201.47749
-17183.84405
-17166.13204
-17148.34146
-16984.68674
-16947.45286
-16928.71768
-13487.03923...