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7/25/2019 Lamina3 Vigas Reynolds
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PLANILLA DEFIERROSVIGASEje Y
Elemento
N°
Pzas. Posic.
Diam.
(mm)
Nº de
barras
Long i tud
Unitaria
(m)
Long i tud
Total (m)
Peso
Un i t
(kg/m)
Peso
Parcial (kg)
Peso Total
(kg )
Viga A 9 P1 1 6 2 7 .0 2 1 4 .0 4 1. 58 0 1 1. 1 1 9 9. 80
20x50 9 P2 1 0 1 1 .7 8 1 .7 8 0 .6 24 1 .1 2 1 0. 08
9 P3 1 2 2 6 .8 1 1 3 .6 2 0. 88 9 6 .0 6 1 0 9. 08
9 P4 1 2 2 6 .2 5 1 2 .5 0 0. 88 9 5 .5 6 1 0 0. 08
9 P5 1 0 2 4 .6 5 9 .3 0 0 .6 24 2 .9 1 5 2. 38
9 P6 6 2 3 1 . 40 3 2 .2 0 0. 22 4 0 .3 2 6 6. 24
Viga B 9 P1 1 6 3 2 .9 9 8 .9 7 1. 58 0 4 .7 3 1 2 7. 71
20x50 9 P2 1 2 3 8 .5 7 2 5 .7 1 0. 88 9 7 .6 2 2 0 5. 74
9 P 3 1 6 2 1 0 . 16 2 0. 32 1 . 58 0 1 6. 06 2 89 .0 8
9 P4 1 2 2 1 .4 5 2 .9 0 0 .8 89 1 .2 9 2 3. 22
9 P5 1 0 2 1 .3 0 2 .6 0 0 .6 24 0 .8 2 1 4. 76
9 P6 8 7 0 .8 4 5 .8 8 0 .3 93 0 .3 4 2 1. 42
9 P7 6 3 5 1 . 4 0 4 9. 00 0 .2 24 0 .3 2 1 0 0. 80
Viga C 9 P1 1 6 3 3 .0 0 9 .0 0 1. 58 0 4 .7 4 1 2 7. 98
20x50 9 P2 1 2 3 8 .5 6 2 5 .6 8 0. 88 9 7 .6 1 2 0 5. 47
9 P3 1 2 2 1 .4 5 2 .9 0 0 .8 89 1 .2 9 2 3. 22
9 P 4 1 6 2 1 0 . 15 2 0. 30 1 . 58 0 1 6. 04 2 88 .7 2
9 P5 8 2 1 .3 0 2 . 60 0. 39 3 0 .5 2 9 .3 6
9 P6 8 2 2 .1 4 4 .2 8 0 .3 93 0 .8 5 1 5. 30
9 P7 8 7 0 .8 4 5 .8 8 0 .3 93 0 .3 4 2 1. 42
9 P8 6 4 7 1 . 4 0 6 5. 80 0 .2 24 0 .3 2 1 3 5. 36
Viga D 9 P1 2 0 2 2 .2 5 4 .5 0 2. 47 0 5 .5 6 1 0 0. 08
20x40 9 P2 1 6 2 2 .2 5 4 .5 0 1 .5 80 3 .5 6 6 4. 08
9 P3 1 6 2 2 .0 5 4 .1 0 1 .5 80 3 .2 4 5 8. 32
9 P4 8 2 1 .9 2 3 .8 4 0 .3 93 0 .7 6 1 3. 68
9 P5 6 1 2 1 . 18 1 4 .1 6 0. 22 4 0 .2 7 2 9. 16
Viga E 9 P1 2 0 2 3 .2 6 6 .5 2 2. 47 0 8 .0 6 1 4 5. 08
20x50 9 P1 1 6 1 3 .2 6 3 .2 6 1 .5 80 5 .1 6 4 6. 44
9 P2 1 6 2 6 .9 8 1 3 .9 6 1. 58 0 1 1. 03 1 98 .5 4
9 P3 2 0 2 2 .9 2 5 .8 4 2. 47 0 7 .2 2 1 2 9. 96
9 P4 1 6 2 8 .2 7 1 6 .5 4 1. 58 0 1 3. 07 2 35 .2 6
9 P5 1 2 2 1 .4 5 2 .9 0 0 .8 89 1 .2 9 2 3. 22
9 P6 1 0 2 1 .8 5 3 .7 0 0 .6 24 1 .1 6 2 0. 88
9 P7 8 2 1 .3 0 2 . 60 0. 39 3 0 .5 2 9 .3 6
9 P8 8 6 0 .8 4 5 .0 4 0 .3 93 0 .3 4 1 8. 36
9 P9 6 3 3 1 . 40 4 6 .2 0 0. 22 4 0 .3 2 9 5. 04
Viga F 9 P1 1 6 3 3 .0 1 9 .0 3 1. 58 0 4 .7 6 1 2 8. 52
20x50 9 P2 1 2 3 8 .5 6 2 5 .6 8 0. 88 9 7 .6 1 2 0 5. 47
9 P3 1 2 3 1 0 .0 1 3 0 .0 3 0. 88 9 8 .9 2 40 .3 0
9 P4 1 2 2 1 .4 5 2 .9 0 0 .8 89 1 .2 9 2 3. 22
9 P5 8 2 1 .3 0 2 . 60 0. 39 3 0 .5 2 9 .3 6
9 P6 8 6 0 .8 4 5 .0 4 0 .3 93 0 .3 4 1 8. 36
9 P7 6 3 5 1 . 4 0 4 9. 00 0 .2 24 0 .3 2 1 0 0. 80
Viga E 9 P1 1 2 3 3 .8 0 1 1. 40 0 .8 89 3 .3 8 9 1. 26
20x50 9 P2 1 2 2 3 .5 0 7 .0 0 0 .8 89 3 .1 2 5 6. 16
9 P3 1 2 1 2 .8 3 2 .8 3 0 .8 89 2 .5 2 2 2. 68
9 P4 6 1 2 1 . 40 1 6 .8 0 0. 22 4 0 .3 2 3 4. 56
Cantidad total de fier ro fyk = 500MPa (en kg) 4265.37
RESUMEN DEFIERROSVIGAS
D iá me tr o P es o Un it ar io Nº Barras
6 m m 5 61 .9 6 k g 0 .2 24 k g/ m 2 50 9 m 2 10 .0
8 mm 1 36 .6 2 k g 0 .3 93 k g/ m 3 48 m 2 9. 0
1 0m m 9 8. 10 k g 0 .6 24 k g/ m 1 58 m 1 4. 0
1 2 mm 1 32 9. 12 k g 0 .8 89 k g/ m 1 49 6 m 1 25 .0
1 6 mm 1 76 4. 45 k g 1 .5 80 k g/ m 1 11 7 m 9 4. 0
2 0 mm 3 75 .1 2 k g 2 .4 70 k g/ m 1 52 m 1 3. 0
TO TAL: 4 2 65 .37 K G
Peso Longitud total
PLANILLA DEFIERROSVIGASEje X
Elemento
N°
Pzas. Posic.
Diam.
(mm)
Nº de
barras
Long i tud
Unitaria
(m)
Long i tud
Total (m)
Peso
Un i t
(kg/m)
Peso
Parcial (kg)
Peso Total
(kg )
Viga 1 9 P1 1 6 3 3 .2 8 9 .8 4 1. 58 0 5 .1 9 1 4 0. 13
20x50 9 P2 1 6 2 6 .2 3 1 2 .4 6 1. 58 0 9 .8 5 1 7 7. 30
9 P3 1 6 2 9 .2 5 1 8 .5 0 1. 58 0 1 4. 62 2 63 .1 6
9 P4 1 2 2 2 .4 3 4 .8 6 0 .8 89 2 .1 7 3 9. 06
9 P5 1 2 2 3 .7 2 7 .4 4 0 .8 89 3 .3 1 5 9. 58
9 P6 1 2 2 1 .3 8 2 .7 6 0 .8 89 1 .2 3 2 2. 14
9 P7 1 2 2 7 .9 8 1 5. 96 0 .8 89 7 .1 1 27 .8 0
9 P8 1 2 2 9 .1 5 1 8 .3 0 0. 88 9 8 .1 4 1 4 6. 52
9 P9 1 6 2 8 .2 0 1 6 .4 0 1. 58 0 1 2. 96 2 33 .2 8
9 P 10 1 6 1 6 .3 5 6 .3 5 1. 58 0 1 0. 04 9 0. 36
9 P1 1 8 2 6 .3 5 1 2. 70 0 .3 93 2 .5 4 5. 00
9 P1 2 8 2 4 .1 7 8 .3 4 0. 39 3 1 .6 4 2 9. 52
9 P1 3 8 6 0 .8 4 5 .0 4 0. 39 3 0 .3 4 1 8. 36
9 P1 4 6 6 7 1 .4 0 9 3 .8 0 0. 22 4 0 .3 2 1 9 2 .9 6
Viga 2 9 P1 1 6 3 3 .2 8 9 .8 4 1. 58 0 5 .1 9 1 4 0. 13
20x50 9 P2 1 6 2 8 .2 5 1 6 .5 0 1. 58 0 1 3. 04 2 34 .7 2
9 P3 1 6 2 9 .7 2 1 9 .4 4 1. 58 0 1 5. 36 2 76 .4 8
9 P4 1 2 2 5 .0 5 1 0. 10 0 .8 89 4 .4 9 8 0. 82
9 P5 1 2 2 3 .7 1 7 .4 2 0 .8 89 3 .3 5 9. 40
9 P6 1 2 2 1 .3 8 2 .7 6 0 .8 89 1 .2 3 2 2. 14
9 P7 1 6 2 8 .0 3 1 6 .0 6 1. 58 0 1 2. 69 2 28 .4 2
9 P 8 1 6 2 1 1 . 63 2 3. 26 1 . 58 0 1 8. 38 3 30 .8 4
9 P 9 1 2 2 1 2 . 00 2 4. 00 0 . 88 9 1 0. 67 1 92 .0 6
9 P1 0 1 2 2 7 .4 7 1 4 .9 4 0. 88 9 6 .6 5 1 1 9 .7 0
9 P1 1 1 0 2 1 .2 7 2 .5 4 0. 62 4 0 .8 1 4. 40
9 P1 2 8 2 4 .5 6 9 .1 2 0 .3 93 1 .8 3 2. 40
9 P 13 8 1 0 0 . 84 8 .4 0 0. 39 3 0 .3 4 3 0. 60
9 P1 4 6 9 9 1 .4 0 1 38 .6 0 0 .2 24 0 .3 2 2 85 .1 2
Viga 3 9 P1 1 6 2 3 .2 8 6 .5 6 1 .5 80 5 .1 9 9 3. 42
20x50 9 P1 2 0 1 3 .2 8 3 .2 8 2 .4 70 8 .1 1 7 2. 99
9 P2 1 6 2 8 .2 5 1 6 .5 0 1. 58 0 1 3. 04 2 34 .7 2
9 P3 1 6 2 7 .0 8 1 4 .1 6 1. 58 0 1 1. 19 2 01 .4 2
9 P4 1 2 1 2 .5 0 2 .5 0 0 .8 89 2 .2 3 2 0. 07
9 P5 1 2 2 2 .6 0 5 .2 0 0 .8 89 2 .3 2 4 1. 76
9 P6 1 2 1 1 .4 2 1 .4 2 0 .8 89 1 .2 7 1 1. 43
9 P7 1 2 2 1 .4 5 2 .9 0 0 .8 89 1 .2 9 2 3. 22
9 P8 1 6 2 7 .9 3 1 5 .8 6 1. 58 0 1 2. 53 2 25 .5 4
9 P9 1 6 2 8 .9 7 1 7 .9 4 1. 58 0 1 4. 18 2 55 .2 4
9 P 10 1 2 1 7 .9 2 7 .9 2 0. 88 9 7 .0 5 6 3. 45
9 P 11 1 2 1 8 .7 5 8 .7 5 0. 88 9 7 .7 8 7 0. 02
9 P1 2 1 0 2 1 .2 7 2 .5 4 0. 62 4 0 .8 1 4. 40
9 P 13 8 1 0 0 . 84 8 .4 0 0. 39 3 0 .3 4 3 0. 60
9 P1 4 6 6 8 1 .4 0 9 5 .2 0 0. 22 4 0 .3 2 1 9 5 .8 4
Viga 4 9 P1 1 2 2 1 0 .5 2 2 1 .0 4 0. 88 9 9 .3 6 1 6 8 .4 8
20x50 9 P2 1 2 2 2 .6 6 5 .3 2 0 .8 89 2 .3 7 4 2. 66
9 P3 1 2 2 5 .4 4 1 0. 88 0 .8 89 4 .8 4 8 7. 12
9 P4 1 2 2 5 .8 3 1 1. 66 0 .8 89 5 .1 9 9 3. 42
9 P5 1 2 2 8 .2 8 1 6 .5 6 0. 88 9 7 .3 7 1 3 2. 66
9 P6 1 2 2 4 .7 3 9 .4 6 0 .8 89 4 .2 1 7 5. 78
9 P7 1 0 2 8 .8 9 1 7. 78 0 .6 24 5 .5 5 9 9. 90
9 P8 6 4 5 1 . 4 0 6 3. 00 0 .2 24 0 .3 2 1 2 9. 60
Cantidad total de fier ro fyk = 500MPa (en kg) 6016.14
RESUMEN DEFIERROSVIGASGRADERIAS
D iá me tr o P es o Un it ar io Nº Barras
6 m m 8 03 .5 2 k g 0 .2 24 k g/ m 3 58 8 m 2 99 .0
8 mm 1 86 .4 8 k g 0 .3 93 k g/ m 4 75 m 4 0. 0
1 0 mm 1 28 .7 0 k g 0 .6 24 k g/ m 2 07 m 1 8. 0
1 2 mm 1 69 9. 29 k g 0 .8 89 k g/ m 1 91 2 m 1 60 .0
1 6 mm 3 12 5. 16 k g 1 .5 80 k g/ m 1 97 8 m 1 65 .0
2 0m m 7 2. 99 k g 2 .4 70 k g/ m 3 0 m 3 .0
TO TAL: 6 0 16 .14 K G
Peso Longitud total
PLANILLA DEFIERROSVIGAS-ELEMENTOSCOMPLEMENTARIOS
Elemento
N°
Pzas. Posic.
Diam.
(mm)
Nº de
barras
Long i tud
Unitaria
(m)
Long i tud
Total (m)
Peso
Un i t
(kg/m)
Peso
Parcial (kg)
Peso
(k
Viga C1 9 P1 1 2 2 6 .5 6 1 3 .1 2 0. 88 9 5 .8 4 1
20x50 9 P2 1 6 1 6 .2 2 6 .2 2 1 .5 80 9 .8 3
9 P3 1 6 2 6 .2 6 1 2. 52 1 .5 80 9 .9 1
9 P4 1 0 5 7 1 .4 0 7 9 .8 0 0. 62 4 0 .8 8 4
Viga C2 9 P1 1 2 3 7 .7 8 2 3 .3 4 0. 88 9 6 .9 2 1
20X23 9 P2 1 2 3 7 .6 7 2 3 .0 1 0. 88 9 6 .8 2 1
9 P3 1 0 2 7 .4 8 1 4. 96 0 .6 24 4 .6 7
9 P4 1 2 2 0 .8 4 1 .6 8 0 .8 89 0 .7 5
Viga 0 9 P1 1 2 2 4 .8 1 9 .6 2 0 .8 89 4 .2 8
20X23 9 P2 1 2 2 4 .8 1 9 .6 2 0 .8 89 4 .2 8
9 P3 6 4 0 0 . 84 3 3 .6 0 0. 22 4 0 .1 9
Viga 5 9 P1 1 2 2 9 .1 6 1 8 .3 2 0. 88 9 8 .1 5 1
20X23 9 P2 1 2 2 2 .4 0 4 .8 0 0 .8 89 2 .1 4
9 P3 1 2 2 9 .0 5 1 8 .1 0 0. 88 9 8 .0 5 1
9 P4 1 0 2 3 .6 0 7 .2 0 0 .6 24 2 .2 5
9 P5 6 5 2 0 . 84 4 3 .6 8 0. 22 4 0 .1 9
Viga I 9 P1 1 0 2 3 .9 0 7 .8 0 0 .6 24 2 .4 4
20x50 9 P1 1 2 2 3 .8 0 7 .6 0 0 .8 89 3 .3 8
9 P2 1 0 1 3 .3 5 3 .3 5 0 .6 24 2 .1
9 P3 6 2 1 .1 5 2 . 30 0. 22 4 0 .2 6
Viga I1 9 P1 1 0 2 2 .3 9 4 .7 8 0 .6 24 1 .5
20x40 9 P1 1 2 2 1 .9 8 3 .9 6 0 .8 89 1 .7 7
9 P2 1 0 1 1 .9 8 1 .9 8 0 .6 24 1 .2 4
9 P3 6 7 1 .1 5 8 .0 5 0 .2 24 0 .2 6
Viga I2 9 P1 1 2 2 2 .7 2 5 .4 4 0 .8 89 2 .4 2
20x40 9 P2 1 6 2 2 .3 2 4 .6 4 1 .5 80 3 .6 7
9 P3 6 9 1 .1 5 1 0. 35 0. 22 4 0 .2 6
Viga B1 9 P1 1 0 1 1 .4 1 1 .4 1 0 .6 24 0 .8 8
20X23 9 P2 1 6 2 1 .4 1 2 .8 2 1 .5 80 2 .2 3
9 P3 1 2 3 1 .2 1 3 .6 3 0 .8 89 1 .0 8
9 P 4 8 2 1 . 00 2 .0 0 0 .3 93 0 .4
9 P5 6 6 0 .8 4 5 .0 4 0 .2 24 0 .1 9
Cantidad total de f ier ro fyk =500MPa (en kg) 24
RESUMEN DEFIERROSVIGAS
D iá me tr o P es o Un it ar io Nº Barras
6 mm 2 09 .7 0 k g 0 .2 24 k g/ m 9 37 m 7 9. 0
8 mm 7 .2 0 k g 0 .3 93 k g/m 1 9 m 2 .0
1 0 mm 6 84 .9 0 k g 0 .6 24 k g/ m 1 09 8 m 9 2. 0
1 2 mm 1 13 9. 22 k g 0 .8 89 k g/ m 1 28 2 m 1 07 .0
1 6m m 3 72 .8 7 k g 1 .5 80 k g/ m 2 36 m 2 0. 0
2 0mm 0 .0 0 k g 2 .4 70 k g/m 0 m 0 .0
TO TAL: 2 4 13 .8 9 K G
Peso Longitud total
