EjercicioPortico.xlsx - EEMENT0S 3-1 IncIinada 1-2 Viga...

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EEMENT0S 3-1- IncIinada 1-2 Viga CUADRO DE FACTORES DE RIGIDEZ DE Tram0 A cm2 E(T/m2 3-1- IncIinada 0.12 1900000 1-2 Viga 0.09 1900000 ELEMENTO (AE/L)ƛ^2 + (12EI/L^3)µ^2 {(AE/L)- (12EI/L^3)}ƛµ 3-1- IncIinada 16602.7776 21747.9168 1-2 Viga 57000 0 U3 V3 EEMENT0 3-1 16602.7776 21747.9168 21747.9168 29289.0624
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K3-1 -583.68 437.76 -16602.7776 -21747.9168 -21747.9168 -29289.0624 -583.68 437.76 U3 V3 EEMENT0 1-2 57000 0 0 570 K1-2 0 855 -57000 0 0 -570 0 855 Matriz Ensambada U1 V1 73602.7776 21747.9168 21747.9168 29859.0624 583.68 417.24 -57000 0 0 -570 0 855 -16602.7776 -21747.9168 -21747.9168 -29289.0624 583.68 -437.76 Kn-n 73602.7776 21747.9168 21747.9168 29859.0624 583.68 417.24 (Kn-n)^-1 1.73179044157913E-005 -1.25971663448579E-005 -1.25971663448579E-005 4.2701146461622E-005 -1.17143234275243E-006 -2.52629461551918E-006 PANTEAMIENT0 MATRICIA G
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U3 EEMENT0 3-1 16602.7776 21747.9168 K3-1 -583.68 -16602.7776 -21747.9168 -583.68 = 6.3042912732 8.6173886054 0.3626624038 -6.3042912732 -8.6173886054 0.2723383195 U3 EEMENT0 1-2 57000 0 K1-2 0 -57000 0 0 = 20.3042912732 -0.3826113946 -0.6056716528 -20.3042912732 0.3826113946 -0.542162531 FUERZAS INTERNAS EEMENT0 1-2 20.3042912732 5.6173886054 3.8943283472 -20.3042912732 6.3826113946 -5.042162531 FUERZAS INTERNAS EEMENT0 3-1
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u3 0.6 -0.8 0 T 0 0 0 = 10.6764856483 5.1270001447 4.5293290705 -10.6764856483 4.8729998553 -3.8943283472
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E GIRO Y CORTE I(cm4 L(m 12EI/L3 0.0016 5 291.84 0.000675 3 570 (AE/L)µ^2 + (12EI/L^3)ƛ^2 (6EI/L2)ƛ (6EI/L2)µ 29289.0624 437.76 583.68 570 855 0 T3 U1 V1 -583.68 -16602.7776 -21747.9168 437.76 -21747.9168 -29289.0624
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2432 583.68 -437.76 583.68 16602.7776 21747.9168 -437.76 21747.9168 29289.0624 1216 583.68 -437.76 T3 U1 V1 0 -57000 0 855 0 -570 1710 0 -855 0 57000 0 -855 0 570 855 0 -855 T1 U2 V2 583.68 -57000 0 417.24 0 -570 4142 0 -855 0 57000 0 -855 0 570 855 0 -855 -583.68 0 0 437.76 0 0 1216 0 0 F' 583.68 -4 417.24 9 4142 0.3333333333 -1.17143234275243E-006 X 14 -2.52629461551918E-006 -9 0.0002418488 -0.3333333333 GLOBA
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V3 T3 U1 21747.9168 -583.68 -16602.7776 29289.0624 437.76 -21747.9168 437.76 2432 583.68 -21747.9168 583.68 16602.7776 -29289.0624 -437.76 21747.9168 437.76 1216 583.68 + -4 = 3 4.1666666667 -4 3 -4.1666666667 V3 T3 U1 0 0 -57000 570 855 0 855 1710 0 0 0 57000 -570 -855 0 855 855 0 + 0 = 6 4.5 0 6 -4.5 T T T-m T T T-m
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v3 t3 u1 0.8 0 0 0.6 0 0 0 1 0 0 0 0.6 0 0 -0.8 0 0 0 T T T-m T T T-m
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6EI/L2 4EI/L 2EI/L 729.6 2432 1216 855 1710 855 T1 -583.68 U3 437.76 V3
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