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METODO DE RIGIDEZ E VIGAS, Apuntes de Análisis Estructural

USANDO EXCEL CALCULO DE MATRIX DE RIGIDEZ

Tipo: Apuntes

2020/2021

Subido el 21/03/2024

richard-morales-mendez
richard-morales-mendez 🇵🇦

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EJEMPLO 1 DE VIGAS - ESTÁ EN EL POWERPOINT
vA = 0 rotA = 0 vB = 0 rot B
LUZ A vA = 0 0.025 0.11 -0.025 0.11 Ray 96.4716 90
rotA = 0 0.11 0.67 -0.11 0.33 Ma 154.415 135
vB = 0 -0.025 -0.11 0.025 -0.11 EI Fb1 83.5284 90
rotB 0.11 0.33 -0.11 0.67 Mb -95.582 -135
vB = 0 rotB vC = 0 rotC
LUZ B vB = 0 0.06 0.17 -0.06 0.17 Fb2 68.0252 60
rotB 0.17 0.67 -0.17 0.33 EI Mb 95.5816 60
vC = 0 -0.06 -0.17 0.06 -0.17 Fc1 51.9748 60
rotC 0.17 0.33 -0.17 0.67 Mc -48.374 -60
vC = 0 rotC vD = 0 rotD = 0
LUZ C vC = 0 0.047 0.19 -0.047 0.19 Fc2 27.7911 30
rotC 0.19 1 -0.19 0.5 EI Mc 48.3743 60
vD = 0 -0.047 -0.19 0.047 -0.19 Rdy 32.2089 30
rotD = 0 0.19 0.5 -0.19 1 Md -65.813 -60
vA = 0 rotA = 0 vB = 0 rotB vC = 0 rotC vD = 0 rotD = 0
Ray vA = 0 0.025 0.11 -0.025 0.11 0 0 0 0 0 90
Ma rotA = 0 0.11 0.67 -0.11 0.33 0 0 0 0 0 135
Rb vB = 0 -0.025 -0.11 0.085 0.06 -0.06 0.17 0 0 0 150
0 = rotB 0.11 0.33 0.06 1.34 -0.17 0.33 0 0 rotB + -75
Rc vC = 0 0 0 -0.06 -0.17 0.107 0.02 -0.047 0.19 0 90
0rotC 0 0 0.17 0.33 0.02 1.67 -0.19 0.5 rotC 0
Rdy vD = 0 0 0 0 0 -0.047 -0.19 0.047 -0.19 0 30
Md rotD = 0 0 0 0 0 0.19 0.5 -0.19 1 0 -60
rotB = 58.833 /EI Ray 96.47 kN
rotC = -11.63 /EI Ma 154.41 kN-m
Rb 151.55 kN
Rc 79.77 kN-m
Rdy 32.21 kN
Md -65.81 kN-m

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EJEMPLO 1 DE VIGAS - ESTÁ EN EL POWERPOINT

vA = 0 rotA = 0 vB = 0 rot B LUZ A vA = 0 0.025 0.11 -0.025 0.11 Ray 96.4716 90 rotA = 0 0.11 0.67 -0.11 0.33 Ma 154.415 135 vB = 0 -0.025 -0.11 0.025 -0.11 EI Fb1 83.5284 90 rotB 0.11 0.33 -0.11 0.67 Mb -95.582 - vB = 0 rotB vC = 0 rotC LUZ B vB = 0 0.06 0.17 -0.06 0.17 Fb2 68.0252 60 rotB 0.17 0.67 -0.17 0.33 EI Mb 95.5816 60 vC = 0 -0.06 -0.17 0.06 -0.17 Fc1 51.9748 60 rotC 0.17 0.33 -0.17 0.67 Mc -48.374 - vC = 0 rotC vD = 0 rotD = 0 LUZ C vC = 0 0.047 0.19 -0.047 0.19 Fc2 27.7911 30 rotC 0.19 1 -0.19 0.5 EI Mc 48.3743 60 vD = 0 -0.047 -0.19 0.047 -0.19 Rdy 32.2089 30 rotD = 0 0.19 0.5 -0.19 1 Md -65.813 - vA = 0 rotA = 0 vB = 0 rotB vC = 0 rotC vD = 0 rotD = 0 Ray vA = 0 0.025 0.11 -0.025 0.11 0 0 0 0 0 90 Ma rotA = 0 0.11 0.67 -0.11 0.33 0 0 0 0 0 135 Rb vB = 0 -0.025 -0.11 0.085 0.06 -0.06 0.17 0 0 0 150 0 = rotB 0.11 0.33 0.06 1.34 -0.17 0.33 0 0 rotB + - Rc vC = 0 0 0 -0.06 -0.17 0.107 0.02 -0.047 0.19 0 90 0 rotC 0 0 0.17 0.33 0.02 1.67 -0.19 0.5 rotC 0 Rdy vD = 0 0 0 0 0 -0.047 -0.19 0.047 -0.19 0 30 Md rotD = 0 0 0 0 0 0.19 0.5 -0.19 1 0 - rotB = 58.833 /EI Ray 96.47 kN rotC = -11.63 /EI Ma 154.41 kN-m Rb 151.55 kN Rc 79.77 kN-m Rdy 32.21 kN Md -65.81 kN-m