Ejercicio de 2 pisos y 2 vanos, con cargas repartidas en las vigas2T/m2Tnk= 2 k=1.5k=2 k= 1.5 k=2 4m3T/m3Tnk= 2 k= 2k=3 k= 2 k=3 5m8m 10 mRigideces3.5 4.5 3.5kc21.5 0.75 1.5 1.5 1 1.5 kc12 1.5 21 0.75 12 7 1.5 7.5 2 72 1 2 2 1 23 2 32 1 1.53 2 3Momentos de Empotramiento10.667 6 -16.66710.67 -1117 -16.670 0 016 9 -2500 16 -1625 -250 0 00 0 0Metodo de TakabeyaTakabeyaSIGUE -1.333 SIGUE 4.762-3.048 -1.458 3.783-2.3323 -0.2143 -0.16667 -0.1667 -0.2143G F E-0.28571 1.455 -0.1667 -0.28570.8565-0.545 -0.409 -0.545-0.14286 -0.1 -0.1429-2.286 -0.1429 -0.13333 -0.1333 -0.1429-2.3617 B-1.2 !-1.557SIGUE -0.21429 3.125 -0.1333 SIGUE -0.21432.8522-0.5625 -0.375 -0.5625SIGUE -1.458 SIGUE 3.783-2.3323 -1.5839 3.844-2.474 -0.2143 -0.16667 -0.1667 -0.2143G F E-0.28571 1.4545 -0.1667 -0.28571.8386-0.54545 -0.4091 -0.5455 "0= _ "0= _ "0= _ "0= _ "0= _ "0= _ "1= _# 1"0=# 2"0=# 1"1=# 2"1= "1= _ "1= _ "1= _ "1= _ "1= _ "1= _ "1= _ "2= _# 2"0=# 2"2= "2= _ "1= _ "2= _-0.14286 -0.1 -0.1429-2.3617 -0.1429 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-0.1333 SIGUE -0.21434.367-0.5625 -0.375 -0.5625SIGUE -1.6978 SIGUE 3.764-2.6314 -1.6992 3.763-2.6334 -0.2143 -0.16667 -0.1667 -0.2143G F E "5= _ "5= _ "5= _# 1"0=# 2"0=# 1"6=# 2"6= "6= _ "6= _ "6= _ "6= _ "6= _ "6= _ "6= _ "6= _ "7= _# 1"0=# 2"0=# 1"7=# 2"7= "7= _ "7= _ "7= _ "6= _ "7= _ "7= _ "7= _ "7= _ "8= _ "8= _ "7= _ "8= _-0.28571 1.4545 -0.1667 -0.28572.8222-0.54545 -0.4091 -0.5455-0.14286 -0.1 -0.1429-2.9974 -0.1429 -0.13333 -0.1333 -0.1429-3 B-1.7544 !-1.7551SIGUE -0.21429 3.125 -0.1333 SIGUE -0.21434.3741-0.5625 -0.375 -0.5625SIGUE -1.6992 SIGUE 3.763-2.6334 -1.6998 3.763-2.6343 -0.2143 -0.16667 -0.1667 -0.2143G F E-0.28571 1.4545 -0.1667 -0.28572.8275-0.54545 -0.4091 -0.5455-0.14286 -0.1 -0.1429-3 -0.1429 -0.13333 -0.1333 -0.1429-3.0009 B-1.7551 !-1.7555SIGUE -0.21429 3.125 -0.1333 SIGUE -0.21434.3773-0.5625 -0.375 -0.5625SIGUE -1.6998 SIGUE 3.763-2.6343 -1.7001 3.763-2.6347 -0.2143 -0.16667 -0.1667 -0.2143G F E "7= _ "7= _ "7= _# 1"0=# 2"0=# 1"8=# 2"8= "8= _ "8= _ "8= _ "8= _ "8= _ "8= _ "8= _ "8= _ "9= _# 1"0=# 2"0=# 1"9=# 2"9= "9= _ "9= _ "9= _ "8= _ "9= _ "9= _ "9= _ "9= _ "10= _ "10= _ "9= _ "10= _-0.28571 1.4545 -0.1667 -0.28572.8299-0.54545 -0.4091 -0.5455-0.14286 -0.1 -0.1429-3.0009 -0.1429 -0.13333 -0.1333 -0.1429-3.0015 B-1.7555 !-1.7556SIGUE -0.21429 3.125 -0.1333 SIGUE -0.21434.3788-0.5625 -0.375 -0.5625SIGUE -1.7001 SIGUE 3.763-2.6347 -1.7002 3.763-2.6349 -0.2143 -0.16667 -0.1667 -0.2143G F E-0.28571 1.4545 -0.1667 -0.28572.831-0.54545 -0.4091 -0.5455-0.14286 -0.1 -0.1429-3.0015 -0.1429 -0.13333 -0.1333 -0.1429-3.0017 B-1.7556 !-1.7557SIGUE -0.21429 3.125 -0.1333 SIGUE -0.21434.3795-0.5625 -0.375 -0.5625SIGUE -1.7002 SIGUE 3.763-2.6349 -1.7002 3.763 "9= _ "9= _ "9= _# 1"0=# 2"0=#1 "10=#2 "10= "10= _ "10= _ "10= _ "10= _ "10= _ "10= _ "10= _ "10= _ "11= _# 1"0=# 2"0=#1 "11=#2 "11= "11= _ "11= _ "11= _ "10= _ "11= _ "11= _ "11= _ "11= _ "12= _ "11= _ "12= _-2.635 -0.2143 -0.16667 -0.1667 -0.2143G F E-0.28571 1.4545 -0.1667 -0.28572.8315-0.54545 -0.4091 -0.5455-0.14286 -0.1 -0.1429-3.0017 -0.1429 -0.13333 -0.1333 -0.1429-3.0018 B-1.7557 !-1.7557SIGUE -0.21429 3.125 -0.1333 SIGUE -0.21434.3798-0.5625 -0.375 -0.5625FI$ -1.7 FI$ 3.763-2.635 -1.7 3.763-2.635 -0.2143 -0.16667 -0.1667 -0.2143G F E-0.28571 1.4545 -0.1667 -0.28572.832-0.54545 -0.4091 -0.5455-0.14286 -0.1 -0.1429-3.002 -0.1429 -0.13333 -0.1333 -0.1429-3.002 B-1.756 !-1.756FI$ -0.21429 3.125 -0.1333 FI$ -0.21434.38-0.5625 -0.375 -0.5625Calculo de Maney "11= _ "11= _ "11= _# 1"0=# 2"0=#1 "12=#2 "12= "12= _ "12= _ "12= _ "12= _ "12= _ "12= _ "12= _ "12= _ "12= _ "13= _# 1"0=# 2"0=#1 "13=#2 "13= "13= _ "13= _ "13= _ "12= _ "13= _ "13= _10.6667 -10.667 16.6667-3.9525 -2.55 -2.55-1.275 -1.9763 2.8225.4! 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"#$.!!-5.44 1.743-1.7855.&'% "&.24 "22.5#4 "2.42!-2.436 -0.868-2.067 2.624Ejercicio de 2 pisos y 2 vanos, con cargas repartidas en las vigasS1= 5S2= 25.58 3.125 1.4545Momentos de Empotramiento# 1"0=# 2"0=Metodo de Takabeya#ra )teraci*nSIGUEE!B G F&'IE$(& )*n*c*a+ 4.762 3.571 -1.2 -2.286 -3.048 -1.333'a,= 4.762 -.). 0 -0.540.13330.4354 0 0-I)I -1.0203 0 0 00.67480.2595-/)/ 0 0 -0.32910.22240.2856 -0.6304-*)* 0.2856 0.17140.3048 0 00.3887-.0. 0 -0.122 -0.0857 -0.1224 0 0-I0I -0.2447 -0.611 -0.3803 -0.6112 -0.2447 -0.14283.7826 2.4685 -1.557 -2.3617 -2.3323 -1.4583.5712.4685SIGUE2da )teraci*nSIGUEE!B G F)*n*c*a+ 4.762 3.571 -1.2 -2.286 -3.048 -1.333-.). 0 -0.5490.14580.3332 0 0-I)I -0.7053 0 0 00.78690.2838-/)/ 0 0 -0.29330.24330.3124 -0.6406-*)* 0.3124 0.22240.3149 0 00.4123-.0. 0 -0.263 -0.1839 -0.2627 0 0 "0= _ "1= _-I0I -0.5253 -0.782 -0.4865 -0.7819 -0.5253 -0.30643.8438 2.1998 -1.703 -2.7541 -2.474 -1.58392.46852.1998SIGUEra )teraci*nSIGUEE!B G F)*n*c*a+ 4.762 3.571 -1.2 -2.286 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