CARGASVIVA L 46 KN

MUERTA D 56 KNVIENTO W 567 KNNIEVE S 42 KNSISMO E 42 KNLLUVIA R 42 KN

SOBRE EL TECHO Lr 42 KN

COMBOSCOMBINACION - AISC CARGAS (KN)

A 1.4D 78.4B.1 161.8B.2 1.2D+1.6L+0.5(S o' Lr o' R) 161.8B.3 161.8C.1 588C.2 588C.3 1.2D+1.6(Lr o' S o' R)+(0.8W o' 0.5Lr) 588C.4 157.4C.5 157.4C.6 157.4D.1 848.3D.2 1.2D+1.3W+0.5L+0.5(Lr o' S o' R) 848.3D.3 848.3E.1 1.2D+1.5E+(0.5L o' 0.2S) 153.2E.2 138.6F.1 0.9-(1.3W o' 1.5E) -686.7F.2 -12.6

longitud de arco circularflecha f 3674 mmcuerda c 24956 mmlongitud de arco circular Lac 26374.23275 mm

unidades6.46 lb/pie 9.613772 kg/m

45 lb 20.412 kg16 mm 0.0528 pie

12.192 m 39.9995136 pie40 pie 12.192 m4 pulg 0.1016 m

23.1 pulg^2 0.015015 m^214400000 mm^2 14.4 m^2

9.613772

7.708876

METRADO DE ACERO

ITEM ELEMENTO DESIGNACION1 COLUMNA W12X45

2 PANEL CURVO2.1 Correas TUB REC 4X2X1/82.2 Vigas TUB REC 6X2X1/82.3 Correas TUB REC 6X2X1/8

total por paneltotal de paneles

3 CARTELA3.1 Cartela tipo A

3.2 Cartela tipo B

3.3 Cartela tipo C

3.4 Cartela tipo D

3.5 Cartela tipo E

Obra: Galpon metalicoUbicación :tintayaPropietario: UNSAFecha: 15/02/2013

4 Plancha superior

5 Plancha inferior

TOTAL

A36 ρ 7860 Kg/m^3

CANTIDAD LONGITUD (m) ESPESOR (m)12 2.403

5 2.3982 2.3982 8.79

30

4 0.0127

12 0.0127

16 0.01905

8 0.0127

16 0.0127

12 0.0127

12 0.01905

AREA (m^2) PESO c/u (Kg) PESO TOTAL (Kg) AREA TOTAL0.00858 162.0554364 1944.6652368 0.10296

0.00091 17.1519348 85.7596740.001235 23.2776258 46.55525160.001235 85.325409 170.650818

302.9657436 0.003389088.972308 0.1014

0.01734504 1.73141658288 6.92566633152 0.06938016

0.062424 6.231288528 74.775462336 0.749088

0.16 23.95728 383.31648 2.56

0.0504 5.0310288 40.2482304 0.4032

0.009672 0.965478384 15.447654144 0.154752

Hoja Nº: 1 Plano Nº: 1Hecho por: Apaza Choque AlexGuzman Minaya CarlosHallasi Huahuatico PercyCori Ortiz Luis VictorEduLenin A. Paye AquiseRevisado por: Ing Edmundo Ocola

0.062528 6.241670016 74.900040192 0.750336

0.04 5.98932 71.87184 0.48

11701.1229182035 Kg 5.37111616

W12X45 45 lb/pieTUB REC 4X2X1/8 5.18 lb/pieTUB REC 6X2X1/8 6.46 lb/pieTUB REC 6X2X1/8 6.46 lb/pie

(m^2) LONGITUD TOTAL (m) PESO UNITARIO (Kg)28.836 66.969

11.99 7.7088764.796 9.61377217.58 9.613772

34.366

m^2

PESO TOTAL (Kg)1931.118084

92.4294232446.107650512169.01011176

307.5471855129226.41556536

REQUERIMIENTO

DESIGNACION DIMENSIONESBARRAS W12X45 20 pie

30 pie40 pie

PLANCHAS 3/4'' 3000x6000 mm^21/2'' 1500x6000 mm^2

2400x6000 mm^2TUBOS TUB REC 4X2X1/8 6 m

TUB REC 6X2X1/8 6 mTUB REC 6X2X1/8 6 m

N° ELEMENTO DESIGNACION N° DE PIEZAS LONG (m) LONG TOTAL (m)1 COLUMNA W12X45 12 2.403 Err:501

2 PANEL CURVO2.1 Correas TUB REC 4X2X1/8 5 2.398 Err:501

2.2 Vigas TUB REC 6X2X1/8 2 2.398 Err:5012.3 Correas TUB REC 6X2X1/8 2 8.79 Err:501

C/PANEL

PLANCHA DE 1/2''N° ELEMENTO CANTIDAD AREA (m^2) AREA TOTAL (m^2)3 CARTELA

3.1 Cartela tipo A 4 0.01734504 0.069380163.2 Cartela tipo B 12 0.062424 0.7490883.4 Cartela tipo D 8 0.0504 0.40323.5 Cartela tipo E 16 0.009672 0.1547524 Plancha superior 12 0.062528 0.750336

AREA TOTAL 2.12675616N° DE PLANCHAS 1

PLANCHA DE 3/4''N° ELEMENTO CANTIDAD AREA (m^2) AREA TOTAL (m^2)5 Plancha inferior 12 0.04 0.48

3.3 Cartela tipo C 16 0.16 2.56AREA TOTAL 3.04

N° DE PLANCHAS 1

N° DE BARRAS REDONDEO TOTAL2.365157480315 3 3

1.998333333333 2 60

0.799333333333 12.93 3

3.729333333333 3.7 111