DISEÑO ARMADURA
2
DISEÑO BRIDA SUPERIOR TENSION: 2200 KG ESFUERZO ADMISIBLE: = Fy = 2530 1518 kg/cm2 AREA REQUERIDA = P 2200 = 1.45 cm2 Fy 1518 PERFIL REQUERIDO: COMPRESION: P= 7360 KG ASUMO: K = 1 1.544 cm L = 171 cm 2.156 cm Area 12 cm2 K 110.8 1130 kg/cm2 Pad = Fa * Are 13560 Kg 1 BRIDA INFERIOR TENSION: 2200 KG ESFUERZO ADMISIBLE: = Fy = 2530 1518 kg/cm2 AREA REQUERIDA = P 2200 = 1.45 cm2 Fy 1518 PERFIL REQUERIDO: COMPRESION: P= 7360 KG ASUMO: K = 1 1.544 cm L = 171 cm 2.156 cm Area 6 cm2 K 110.8 1130 kg/cm2 Pad = Fa * Are 6780 Kg 0 MONTANTE rmin r max rmin De tab rmin r max rmin De tab
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Transcript of DISEÑO ARMADURA
DISEÑO BRIDA SUPERIORTENSION: P = 2200 KG
ESFUERZO ADMISIBLE: = Fy = 2530*0.6 1518 kg/cm2
AREA REQUERIDA = P = 2200 = 1.45 cm2Fy 1518
PERFIL REQUERIDO:
COMPRESION: P= 7360 KG ASUMO:
K = 1 1.544 cm
L = 171 cm 2.156 cmArea 12 cm2
KL = 110.8
1130 kg/cm2
Pad = Fa * Area 13560 Kg TRUE
BRIDA INFERIORTENSION: P = 2200 KG
ESFUERZO ADMISIBLE: = Fy = 2530*0.6 1518 kg/cm2
AREA REQUERIDA = P = 2200 = 1.45 cm2Fy 1518
PERFIL REQUERIDO:
COMPRESION: P= 7360 KG ASUMO:
K = 1 1.544 cm
L = 171 cm 2.156 cmArea 6 cm2
KL = 110.8
1130 kg/cm2
Pad = Fa * Area 6780 Kg FALSE
MONTANTE
rmin
r max
rmin De tabla Fa =
rmin
r max
rmin De tabla Fa =
TENSION: P = 2200 KGESFUERZO ADMISIBLE: = Fy = 2530*0.6 1518 kg/cm2
AREA REQUERIDA = P = 2200 = 1.45 cm2Fy 1518
PERFIL REQUERIDO:
COMPRESION: P= 7360 KG ASUMO:
K = 1 1.544 cm
L = 171 cm 2.156 cmArea 6 cm2
KL = 110.8
1130 kg/cm2
Pad = Fa * Area 6780 Kg FALSE
DIAGONALTENSION: P = 2200 KG
ESFUERZO ADMISIBLE: = Fy = 2530*0.6 1518 kg/cm2
AREA REQUERIDA = P = 2200 = 1.45 cm2Fy 1518
PERFIL REQUERIDO:
COMPRESION: P= 7360 KG ASUMO:
K = 1 1.544 cm
L = 171 cm 2.156 cmArea 6 cm2
KL = 110.8
1130 kg/cm2
Pad = Fa * Area 6780 Kg FALSE
rmin
r max
rmin De tabla Fa =
rmin
r max
rmin De tabla Fa =
