ex parcial recu.xlsx
TRANSCRIPT
Poblema
PROBLEMA 1.- Resuelva
DATOS0=0.890.450000Fx3-1Fx3-1=-0.1000Sen =C. OPUESTO=1=0.4470.2235-0.450.890000Fy3-1Fy3-1=0.1999HIPOTENUSA2.23606-0.2499001000M3-1M3-1=-0.249900000.890.450Fx1-3Fx1-3=-0.1999Cos =C. ADYASENTE=2=0.8940.447000-0.450.890Fy1-3Fy1-3=0.3998HIPOTENUSA2.236060.2499000001M1-3M1-3=0.2499
0.89-0.4500000.450.890000TRANSPUESTA DE LA MATRIZ0010000000.89-0.4500000.450.890000001
DATOSBase =0.4m A = 0.1600m2 I = 0.0021333m4 L = 4.000mAltura =0.4mfc =210kg/cm2 Ev = 217370.65 kN/mm2 Ev = 2173706.5119 kN/m2
Ux1Uy11Ux2Uy22
Fx1-2=8694800-8694800Ux1+0Fy1-2086917390-8691739Uy10M1-20173946370-1739231910Fx1-2-8694800869480000Fy1-20-869-17390869-173900M1-20173923190-1739463700
DATOSBase =0.25m A = 0.1000m2 I = 0.0013333m4 L = 5.000mAltura =0.4mfc =210kg/cm2 Ev = 217370.65 kN/mm2 Ev = 2173706.5119 kN/m2
Ux1Uy11Ux2Uy22
Fx3-1=4347400-43474000+0Fy3-102786960-27869601.88M3-1069623190-696115902.08Fx1-3-43474004347400Ux20Fy1-30-278-6960278-696Uy24.38M1-3069611590-69623192-3.13
DATOSBase =0.4m A = 0.1600m2 I = 0.0021333m4 L = 1.500mAltura =0.4mfc =210kg/cm2 Ev = 217370.65 kN/mm2 Ev = 2173706.5119 kN/m2
Ux3Uy33Ux4Uy44
Fx1-2=23186200-23186200Ux3+0.2Fy1-2016488123660-1648812366Uy30M1-2012366123660-12366618330.07Fx1-2-23186200231862000-0.2Fy1-20-16488-12366016488-1236600M1-201236661830-12366123660-0.07
DATOSBase =0.4m A = 0.1600m2 I = 0.0021333m4 L = 2.500mAltura =0.4mfc =210kg/cm2 Ev = 217370.65 kN/mm2 Ev = 2173706.5119 kN/m2
Ux3Uy33Ux4Uy44
Fx1-2=13911700-13911700Ux3+0.2Fy1-20356144520-35614452Uy30M1-20445274200-4452371030.07Fx1-2-13911700139117000-0.2Fy1-20-3561-445203561-445200M1-20445237100-445274200-0.07
DATOSBase =0.4m A = 0.1600m2 I = 0.0021333m4 L = 2.500mAltura =0.4mfc =210kg/cm2 Ev = 217370.65 kN/mm2 Ev = 2173706.5119 kN/m2
Ux3Uy33Ux4Uy44
Fx1-2=13911700-13911700Ux3+0.2Fy1-20356144520-35614452Uy30M1-20445274200-4452371030.07Fx1-2-13911700139117000-0.2Fy1-20-3561-445203561-445200M1-20445237100-445274200-0.07
DATOSBase =0.25m A = 0.1000m2 I = 0.0013333m4 L = 5.000mAltura =0.4mfc =210kg/cm2 Ev = 217370.65 kN/mm2 Ev = 2173706.5119 kN/m2
Ux1Uy11Ux2Uy22
Fx3-1=4347400-43474000+0Fy3-102786960-27869605.35M3-1069623190-696115904.17Fx1-3-43474004347400Ux20Fy1-30-278-6960278-696Uy24.06M1-3069611590-69623192-3.65
Ux3Uy33Ux3Uy33
0.2=ERROR:#REF!ERROR:#REF!ERROR:#REF!Ux3+ERROR:#REF!ERROR:#REF!=ERROR:#REF!ERROR:#REF!ERROR:#REF!Ux30ERROR:#REF!ERROR:#REF!ERROR:#REF!Uy3ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!Uy30ERROR:#REF!ERROR:#REF!ERROR:#REF!3ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!3
Ux3=ERROR:#REF!mUy3=ERROR:#REF!m3=ERROR:#REF!rad
Ux2Uy22Ux2Uy22
0=ERROR:#REF!ERROR:#REF!ERROR:#REF!Ux200.000.00=ERROR:#REF!ERROR:#REF!ERROR:#REF!Ux22ERROR:#REF!ERROR:#REF!ERROR:#REF!Uy2ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!Uy20ERROR:#REF!ERROR:#REF!ERROR:#REF!2ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!2
Ux2=ERROR:#REF!mUy2=ERROR:#REF!m2=ERROR:#REF!radUx3Uy33Ux3Uy33
0=4347400Ux3+00.00=4347400Ux300163327Uy300.000163327Uy300327872300.0003278723
Ux3=0.000000mUy3=0.000000m3=0.000000rad
UNIVERSIDAD ALAS PERUANAS ANALISIS ESTRUCTURAL IIVIGA 2CLUMNA 1MATRIZ DE RIGIDEZ DE UN ELEMENTO PRISMTICO BAJO CARGA AXIAL, FLEXIN Y CORTANTEVIGA1CLUMNA 2VIGA1CLUMNA 3CLUMNA 4VIGA2
Carga dist. horizontalF1=ERROR:#REF!KN 00
M1=ERROR:#REF!KN - m
13F3=ERROR:#REF!KN
ERROR:#REF!ERROR:#REF!M3=ERROR:#REF!KN - m
UNIVERSIDAD ALAS PERUANAS ANALISIS ESTRUCTURAL II
Carga dist. vertical1F1=0.00KN
M1=0.00KN - m
000ERROR:#REF!F2=0.00KN
M2=0.00KN - m2
UNIVERSIDAD ALAS PERUANAS ANALISIS ESTRUCTURAL II
Hoja1