CΓLCULO DEL CENTROIDE PLΓSTICO f'c = L= 210 600 cm t= B= ππ’πππ§π = 0.85π β² π β π΄π PARA EL CONCRETO: Concreto 25 cm
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CΓLCULO DEL CENTROIDE PLΓSTICO f'c = L=
210 600 cm
t= B=
ππ’πππ§π = 0.85π β² π β π΄π
PARA EL CONCRETO:
Concreto
25 cm 200 cm
π₯ 2.35
Fuerza (kg) 3458437.5
ππππππ‘π = πΉπ’πππ§π β π₯
Momento (kg-m) 8127328.13
PARA EL ACERO: Para calcular la fuerza por cada capa: ππ’πππ§π = 4200 β 0.85 β π β² π β As Para calcular el momento por cada capa: ππππππ‘π = πΉπ’πππ§π β π΅πππ§π capa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28
Γ 1 1 1 1 1 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 1 1 1 1 1 3/8 3/8
AΓ 5.1 5.1 5.1 5.1 5.1 0.71 0.71 0.71 0.71 0.71 0.71 0.71 0.71 0.71 0.71 0.71 0.71 0.71 0.71 0.71 0.71 5.1 5.1 5.1 5.1 5.1 0.71 0.71
No. Varrillas 3 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 5 5 6 6
As 15.3 10.2 10.2 10.2 15.3 1.42 1.42 1.42 1.42 1.42 1.42 1.42 1.42 1.42 1.42 1.42 1.42 1.42 1.42 1.42 1.42 10.2 10.2 10.2 25.5 25.5 4.26 4.26 Ξ£=
Fuerza(kg) 61528.95 41019.3 41019.3 41019.3 61528.95 5710.53 5710.53 5710.53 5710.53 5710.53 5710.53 5710.53 5710.53 5710.53 5710.53 5710.53 5710.53 5710.53 5710.53 5710.53 5710.53 41019.3 41019.3 41019.3 102548.25 102548.25 17131.59 17131.59 699901.86
Finalmente, calculamos en centroide plΓ‘stico en direcciΓ³n de X: πππ =
πππππ. +ππππππ = πΉππππ. +πππππππ
2.38 m
Brazo(m) 5.95 5.825 5.7 5.575 5.45 5.3 5 4.7 4.4 4.1 3.8 3.5 3.2 2.9 2.6 2.3 2 1.7 1.4 1.1 0.8 0.65 0.5 0.35 0.2 0.05 0.2 0.05 Ξ£=
Momento (kg-m) 366097.2525 238937.4225 233810.01 228682.5975 335332.7775 30265.809 28552.65 26839.491 25126.332 23413.173 21700.014 19986.855 18273.696 16560.537 14847.378 13134.219 11421.06 9707.901 7994.742 6281.583 4568.424 26662.545 20509.65 14356.755 20509.65 5127.4125 3426.318 856.5795 1772982.83