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Analisis de Vigas
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7/21/2019 Analisis de Vigas
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ANALISIS DE VIGA APOYADA MEDIANTE PENDIENT
DATOS DE VIGA
Tramo AB BC CDInercia 0.393 0.393 0.393
Elasticidad 4176000.000 ### ###
Lonit!d 20.000 20.000 30.000
" 0.020 0.020 0.013
# 0.005 0.001 -0.005
ASENTAMIENTOSA$o%o A B C D& 0.1041666667 0.2 0.22916667 0.0916666667
MOMENTO DE EMPOT'AMIENTO PE'FECTOTramo AB BA BC CB CD
MEP -125 125 -100 100 -177.8
MAT'I( DE 'IG)IDE(
*A *B *C *D B
328167.222 164083.61111 0 0 2483.701909
164083.611 693725746 164083.611 0 2.75
-1 0 5 -1 -1
0 -1 -1 5 -2.75
MOMENTOS FINALES EN LA VIGA GI'OS*A 0.0076
-0.000000315 *B 0.0000
-991.7332839 *C -0.3213
-53544.32763 *D -0.6143
-106071.0248
-136170.0546
-167946.4816
MAB
MBA
MBC
MCB
MCD
MDC
7/21/2019 Analisis de Vigas
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E DEFLEXION
SECCION T'ANSVE'SAL DE LA VIGA T
Datos A'EA Y r IBt 8.000 + 0.800 0.950 0.126 0.001
T 0.100 , 0.270 0.450 0.374 0.018
- 1.000 . 0.824
B/ 0.300
DC
88.89
METODO DE SOB'E'ELA0ACION
12 10%
B2 1.1
3 *A *B *C *D
4 0.0000 0.0000 0.0000 0.0000
+ 0.0083 0.0000 -0.2182 -0.6530
, 0.0075 0.0000 -0.3402 -0.6145
5 0.0076 0.0000 -0.3195 -0.6138
6 0.0076 0.0000 -0.3214 -0.6143
7 0.0076 0.0000 -0.3213 -0.6143
8 0.0076 0.0000 -0.3213 -0.6143
9 0.0076 0.0000 -0.3213 -0.6143
: 0.0076 0.0000 -0.3213 -0.6143
; 0.0076 0.0000 -0.3213 -0.6143
+4 0.0076 0.0000 -0.3213 -0.6143
7/21/2019 Analisis de Vigas
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<4=4+5
4=478
4=5;5
" $or tramos $ara P=D=
,E"2 "
164083.611
164083.611
109389.074
2358.70191
717.865799
-1504.09977
" +
" ,
" 5" + > 5?#@" , > 5?#@
" 5
> 5?#@
T
Bw
Bt
H
