Para el anlisis estructural del prtico 5-5Vigas:b= 0.25 m Altura 1er piso = 3.165 mh= 0.3 m Altura 2do-5to= 2.95 m!= 5.6"-0# m#$olumnas%b= 0.3 mh= 0.3 m!= 6.&"-0# m#Nudo 4 Nudo 7'#1= 2.1"-0# --( )#1= 0.320 '#= 2.3"-0#'#5= 2.3"-0# --( )#5= 0.3#1 '&= 2.3"-0#'#= 2.3"-0# --( )#= 0.3#0 '10= 2.3"-0#*um= 6."-0# *um= 6.&"-0#Nudo 5 Nudo 8'52= 2.1"-0# --( )52= 0.25& '&5= 2.3"-0#'5#= 2.3"-0# --( )5#= 0.25 '&= 2.3"-0#'56= 1.6"-0# --( )56= 0.192 '&9= 1.6"-0#'5&= 2.3"-0# --( )5&= 0.25 '&11= 2.3"-0#*um= &.3"-0# *um= &.#"-0#Nudo 6 Nudo 9'63= 2.1"-0# --( )63= 0.356 '96= 2.3"-0#'65= 1.6"-0# --( )65= 0.265 '9&= 1.6"-0#'69= 2.3"-0# --( )69= 0.39 '912= 2.3"-0#*um= 6.0"-0# *um= 6.1"-0#Nudo 16'1613= 2.3"-0# --( )1613= 0.500'161= 2.3"-0# --( )161= 0.500*um= #.5"-0#Nudo 17'11#= 2.3"-0# --( )11#= 0.30'116= 2.3"-0# --( )116= 0.31'11&= 1.6"-0# --( )11&= 0.259*um= 6.1"-0#Nudo 18'1&15= 2.3"-0# --( )1&15= 0.5&&'1&1= 1.6"-0# --( )1&1= 0.#12*um= 3.9"-0#APLICACIN DEL MTODO DE DE HAD! CO""Viga 16#17 Viga 17#18+,= 0.12# -.m +,=+/= 0.&00 -.m +/=16 1,= 2.#5 m ,=0"ab= 0.&0& -.m 0"ab=0"ba= -0.&0& -.m 0"ba=Viga 1$#14 Viga 14#15+,= 0.2#& -.m +,=+/= 0.920 -.m +/=13 1#,= 2.#5 m ,=0"ab= 1.001 -.m 0"ab=0"ba= -1.001 -.m 0"ba=Viga 1%#11 Viga 11#1&+,= 0.2#& -.m +,=+/= 0.920 -.m +/=10 11,= 2.#5 m ,=0"ab= 1.001 -.m 0"ab=0"ba= -1.001 -.m 0"ba=Viga 7#8 Viga 8#9+,= 0.2#& -.m +,=+/= 0.920 -.m +/= &,= 2.#5 m ,=0"ab= 1.001 -.m 0"ab=0"ba= -1.001 -.m 0"ba=Viga 4#5 Viga 5#6+,= 0.2#& -.m +,=+/= 0.920 -.m +/=# 5,= 2.#5 m ,=0"ab= 1.001 -.m 0"ab=0"ba= -1.001 -.m 0"ba=1 20.500 0.31 0.259%'8%8 #%'8%8 &'&5%0.500 -0.2&9 0.30 -0.59 0.32-0.10 -0.206 -0.25# -0.103 -0.#0#-0.206 -0.001 -0.5& -0.001 0.05#0.00 -0.003 0.05# -0.001 -0.001-0.003 -0.001 -0.001 -0.002 0.0050.000 0.001 0.002 0.000 -0.0010.001 0.000 -0.002 -0.001 0.0010.000 0.000 0.001 0.000 0.0000.000 -1.#95 -0.001 0.30& -1.592-0.30& -0.90.33# 0.21 0.1&91'%%1 #1'%%1 &'8&80.333 -0.25# 0.333 0.20 -0.509 0.309 0.20-0.10 -0.21# -0.213 -0.256 -0.10 -0.355 -0.50&-0.213 0.05# -0.103 -0.50& 0.10 -0.0#1 -0.2&90.010 0.013 0.013 0.0#0 0.00 0.05 0.100.013 0.002 -0.001 0.10 0.005 -0.015 -0.0010.000 0.000 0.000 -0.00& 0.000 0.003 0.0050.000 0.001 0.000 0.005 0.001 -0.002 -0.0010.000 0.000 0.000 -0.001 0.000 0.001 0.0010.000 -1.#9 0.000 0.001 0.602 -2.#6# 0.000-0.29 -0.305 -0.619 -0.6&60.33# 0.21 0.1&91'%%1 #1'%%1 &'8&80.333 -0.256 0.333 0.20 -0.512 0.311 0.20-0.106 -0.213 -0.213 -0.2#6 -0.10 -0.35 -0.511-0.213 0.0#0 -0.10 -0.511 0.0&1 -0.02& -0.25#0.009 0.019 0.019 0.091 0.010 0.056 0.0&00.019 -0.00& 0.00 0.0&0 -0.01 0.00# 0.05#-0.001 0.001 0.001 -0.006 0.000 -0.012 -0.010.001 -0.001 0.000 -0.01 -0.002 0.00# 0.0020.000 0.000 0.000 0.001 0.000 -0.001 -0.0020.000 -1.5#& 0.000 -0.002 0.5 -2.#0# 0.001-0.291 -0.293 -0.609 -0.6#0.33# 0.21 0.1&91'%%1 #1'%%1 &'8&80.333 -0.2#6 0.333 0.20 -0.#93 0.29 0.20-0.119 -0.212 -0.212 -0.302 -0.106 -0.3## -0.#92-0.212 0.0#6 -0.10 -0.#92 0.091 -0.030 -0.2560.009 0.01 0.01 0.05# 0.009 0.06# 0.0910.01 -0.006 0.010 0.091 -0.011 0.001 0.0#00.000 -0.001 -0.001 -0.00& -0.001 -0.00& -0.011-0.001 0.001 0.000 -0.011 0.002 0.000 -0.00&0.000 0.000 0.000 0.001 0.000 0.002 0.0020.000 -1.510 0.000 0.002 0.599 -2.#36 -0.001-0.306 -0.293 -0.665 -0.6350.3#1 0.25 0.1921'%%1 #1'%%1 &'8&80.320 -0.303 0.3#0 0.25& -0.606 0.35 0.25-0.223 -0.23& -0.23 -0.56& -0.119 -0.#23 -0.60#0.01 0.05# -0.106 0.102 0.10& -0.02& -0.2#60.000 0.01& 0.01& -0.01# 0.009 0.06 0.10&0.000 -0.00& 0.009 0.001 -0.015 0.001 0.0#6-0.20 0.000 0.000 -0.#9 0.000 -0.011 -0.0150.001 -0.001 0.001 0.001 -0.0060.000 0.000 0.000 0.001 0.001-1.623 0.000 0.525 -2.311 0.001-0.112 -0.31& -0.2 -0.150.00& 0.0510.000 -0.000.000 -0.10# 0.001 -0.2#0Para el anlisis estructural del prtico 5-5--( )#= 0.333--( )&= 0.33#--( )10= 0.333--( )&5= 0.20--( )&= 0.21--( )&9= 0.1&9--( )&11= 0.20--( )96= 0.30--( )9&= 0.259--( )912= 0.30PLICACIN DEL MTODO DE DE HAD! CO""Viga 17#180.1 -.m1.1#0 -.m1&3.5#5 m2.250 -.m-2.250 -.mViga 14#150.353 -.m1.320 -.m153.5#5 m2.&2& -.m-2.&2& -.mViga 11#1&0.353 -.m1.320 -.m123.5#5 m2.&2& -.m-2.&2& -.mViga 8#90.353 -.m1.320 -.m93.5#5 m2.&2& -.m-2.&2& -.mViga 5#60.353 -.m1.320 -.m63.5#5 m2.&2& -.m-2.&2& -.m30.#12#&'&5%0.5&& 0.#50.##1 -0.2021.065 0.10-0.05& -0.0010.153 0.009-0.022 -0.0010.013 0.001-0.003 0.0000.002 2.251.5910.259#&'8&80.30 0.61 0.300.##5 -0.1& 0.&&30.&&3 -0.0&1 0.532-0.0#1 0.03 -0.116-0.116 -0.031 0.00.005 0.002 -0.0##-0.0## -0.00# 0.000.005 0.000 -0.005-0.005 2.&02 0.0011.132 1.33#0.259#&'8&80.30 0.623 0.300.#25 -0.19 0.&900.&90 -0.05 0.##1-0.0#3 0.02& -0.0&1-0.0&1 0.00 -0.05&0.001 -0.006 0.0110.011 0.00 -0.0220.000 -0.001 0.0100.010 2.&0# -0.0031.213 1.1&90.259#&'8&80.30 0.59# 0.300.536 -0.12 0.0. -0.060 0.##5-0.0#0 0.032 -0.0&6-0.0&6 0.002 -0.0#10.001 -0.00# 0.0030.003 0.000 0.0050.001 0.001 -0.001-0.001 2.&09 0.0051.262 1.1&00.265#&'8&80.356 0.#9 0.391.00 -0.211 1.01-0.06 -0.056 0.#250.002 0.03& -0.0&10.001 0.001 -0.0#30.06 -0.005 0.0020.001 0.0010.001 0.0012.&1& 0.0000.50# 1.36-0.03&0.0010.001 0.#6