analisis de vigas
DESCRIPTION
Analisis por sobrerelajacionTRANSCRIPT
![Page 1: Analisis de Vigas](https://reader036.vdocuments.mx/reader036/viewer/2022082821/563db7ad550346aa9a8cf850/html5/thumbnails/1.jpg)
ANALISIS DE VIGA APOYADA MEDIANTE PENDIENTE DEFLEXION
DATOS DE VIGA SECCION TRANSVERSAL DE LA VIGA TTramo AB BC CD Datos Inercia 0.084 0.084 0.084 BtElasticidad 200000000000.000 ### ### TLongitud 6.000 6.000 9.000 HK 0.014 0.014 0.009 Bwψ 0.005 0.002 -0.005
ASENTAMIENTOSApoyo A B C DΔ 0.03 0.06 0.07 0.028
MOMENTO DE EMPOTRAMIENTO PERFECTOTramo AB BA BC CB CD DCMEP -1000 1000 -2000 1333.33 -1440 960
MATRIZ DE RIGUIDEZ
θA θB θC θD θE B0.5 0.25 0 0 0 1000
0.25 0.9 0.2 0 0 10000 0.2 0.8 0.2 0 106.670 0 0.2 0.9 0.25 106.670 0 0 0.25 0.5 -1066.67
MOMENTOS FINALES EN LA VIGA GIROSθA 0.0000
6478689338628.31 θB 1154.628812957462847220.9 θC -195.829711858692934726.8 θD 162.03994281093410663.88-858897478773.692479804717344.348
b 1bw 0.4t 0.25h 1.2
MAB
MBA
MBC
MCB
MCD
MDC
![Page 2: Analisis de Vigas](https://reader036.vdocuments.mx/reader036/viewer/2022082821/563db7ad550346aa9a8cf850/html5/thumbnails/2.jpg)
F'c 420 kg/cm2B 10%
![Page 3: Analisis de Vigas](https://reader036.vdocuments.mx/reader036/viewer/2022082821/563db7ad550346aa9a8cf850/html5/thumbnails/3.jpg)
ANALISIS DE VIGA APOYADA MEDIANTE PENDIENTE DEFLEXION
SECCION TRANSVERSAL DE LA VIGA TAREA Y r I Ī
1.000 1 0.250 1.075 0.362 0.001 0.0340.250 2 0.380 0.475 0.238 0.029 0.0501.200 Ῡ 0.713 0.0840.400
DE ED-1066.67 1066.67
METODO DE SOBRERELAJACION K por tramos para P.D.%= 10% 2EK= KB= 1.1 0.25
0.2k Θa θB θC θD θE 0.20 0.0000 0.0000 0.0000 0.0000 0 0.003751 0.0000 1222.2222 -189.4399 176.6820 0 0.0012 0.0000 1146.3075 -198.2069 161.1568 0 -0.00283 0.0000 1156.0420 -195.7377 162.1058 04 0.0000 1154.4650 -195.8119 162.0290 05 0.0000 1154.6409 -195.8318 162.0415 06 0.0000 1154.6281 -195.8297 162.0398 07 0.0000 1154.6289 -195.8297 162.0399 08 0.0000 1154.6288 -195.8297 162.0399 09 0.0000 1154.6288 -195.8297 162.0399 0
10 0.0000 1154.6288 -195.8297 162.0399 0
K1
K2
K3
K1 x 3(ψ)K2 x 3(ψ)K3 x 3(ψ)
T
Bw
Bt
![Page 4: Analisis de Vigas](https://reader036.vdocuments.mx/reader036/viewer/2022082821/563db7ad550346aa9a8cf850/html5/thumbnails/4.jpg)
K4 0.25
H