Det Conexion Joist Entrepiso Felipe-model

491.10

B 51.0

12.7

457.0

51.0

C.INFERIOR 2-PER-2"X 2"-VERDE Seccion=51X51X3.02mm Peso=4.54 kg/ml

355.00 DIAGONAL 1 "(LISA) 2

340. 00

610.00

610.00

610.00

610.00

610.00

A

610.00

610.00

610. 00

610.00

610.00

610.00

610.00

340.00

1

A

2

3

4

5

6

7

8

9

10

11

12

355.00 DIAGONAL 1 "(LISA) 2

12.7

457.0

COLD ROLL

COLD ROLL

Peso= 1 kg/ml

Peso= 1 kg/ml

C.iNFERIOR 2-PER-2"X 2" -VERDE Seccion=51X51X3.02 mmPeso=4.54 kg/ml

160.3

51.0

C.INFERIOR 2-PER-2"X 2"-VERDE Seccion=51X51X3.02mm Peso=4.54 kg/ml

C.SUPERIOR 2-PER-2"X 2" -VERDE Seccion=51X51X3.02 mmPeso=4.54 kg/ml

160.3

B

C.INFERIOR 2-PER-2"X 2"-VERDE Seccion=51X51X3.02mm Peso=4.54 kg/ml

8,000 51.0

C.INFERIOR 2-PER-2"X 2"-VERDE Seccion=51X51X3.02mm Peso=4.54 kg/ml

114.7

114.7

501.0

505.0

38.00

457.00

12.7

610.0

610.0

610.0 C.SUPERIOR 2 PER -1

C.SUPERIOR 2 PER -1 12"X 1 12"-VERDE Seccion=38X38X3.2 mm Peso=3.29 kg/ml

381.00

38.00

610.0

1

610.0

2"X

1

1 "-VERDE 2

610. 0

610.0

610. 0

610.0

505.0

Seccion=38X38X3.2 mmPeso=3.29 kg/ml 38.00

1

2

3

4

C.INFERIOR 2 PER -1

162.20

DIAGONAL 1 "(LISA) COLD ROLL 2 Peso=1 kg/ml

5

1

2"X

1

1

2"-VERDE

6

7

8

9

Seccion=38X38X3.2 mmPeso=3.29 kg/ml

162.20 457.00

12.7

C.INFERIOR 2 PER -1 12"X 1 12"-VERDE Seccion=38X38X3.2 mm Peso=3.29 kg/ml

310. 0

610.0

C.SUPERIOR 2 PER -1 12"X 1 12"-VERDE 38.000Seccion=38X38X3.91 mm Peso=3.27 kg/ml

12.7

280.0

610.0

610.0

610.0 C.SUPERIOR 2 PER -1

1

2

1

2"X

3

1

1

610. 0 2"-BLANCO

Facultad de Arquitectura

C.INFERIOR 2 PER -1 12"X 1 12"-VERDE Seccion=38X38X3.2 mm Peso=3.29 kg/ml

1

2"X

1

1

610.0

5

2"-BLANCO

610. 0

610.0

Sistemas Estructurales VI

310.0

Seccion=38X38X2.8 mmPeso=2.95 kg/ml

4 C.INFERIOR 2 PER -1

161.7

DIAGONAL 1 "(LISA) COLD ROLL 2 Peso=1 kg/ml

88.7

427.6

356.0

381.00

38.00

88.7

C.SUPERIOR 2 PER -1 12"X 1 12"-VERDE Seccion=38X38X3.2 mm Peso=3.29 kg/ml

6

7

Ing. Davyd Ramirez

8

Seccion=38X38X2.8 mmPeso=2.95 kg/ml

161.7

DIAGONAL 1 "(LISA) COD ROD 2

Equipo 2 38.000

C.INFERIOR 2 PER -1 12"X 1 12"-VERDE Seccion=38X38X3.91 mm Peso=3.27 kg/ml

David Reynoso Ramos Martin R. Rocha Cervantes

88.7

340.00

610.00

610.00

610.00

610.00

340.00

505.0

610. 0

610.0

610.0

610. 0

VAA-4

154.8

C.SUPERIOR 2-PER-2"X 2" -VERDE Seccion=51X51X3.02 mmPeso=4.54 kg/ml

C.SUPERIOR 2-PER-2"X 2" -VERDE Seccion=51X51X3.02 mmPeso=4.54 kg/ml

C.SUPERIOR 2 PER -1

356.0

1

2 "X

1

1

2"-VERDE

C.SUPERIOR 2 PER -1

Seccion=38X38X3.2 mmPeso=3.29 kg/ml

1

2"X

1

1 2 "-BLANCOSeccion=38X38X2.8

310.0

mmPeso=2.95 kg/ml

127.00

1

304.8 CUERDA SUPERIOR 1 CPS 12

3.2m m

2

11

12

C.iNFERIOR 2-PER-2"X 2" -VERDE Seccion=51X51X3.02 mmPeso=4.54 kg/ml

160.3

1

3.2mm TIPICO 77.8 TIPICO 77.8

TIPIC O 77.8

254.0

2

TIPICO 77.8

CUERDA SUPERIOR 2-PER-5"X5"ROJO

3.2mm

DIAGONAL PER-4 "X 4 "-AZUL

C.iNFERIOR 2-PER-2"X 2" -VERDE Seccion=51X51X3.02 mmPeso=4.54 kg/ml

160.3

C.INFERIOR 2 PER -1 C.INFERIOR 2 PER -1

1 2 "X

1

1 2 "-VERDE

1

2"X

1

1 "-BLANCOSeccion=38X38X2.8 2

2.8mm

CUERDA SUPERIOR 2-10 TENS-HYL 10

mmPeso=2.95 kg/ml

161.7

Seccion=38X38X3.2 mmPeso=3.29 kg/ml

PLANO DE JOIST DE ENTREPISO

162.20 DIAGONAL PER-6"x4 "-AZUL

VERTICAL 1 CPS 6

102.0

No plano

1546.7 1733.0

1644.0 154.8

102.0

VERTICAL PER-4 "X 4 "-AZUL VERTICAL PER-6"x4"-AZUL

DIAGONAL 1 CPS 6

CUERDA INFERIOR 2-PER-5"X5"ROJO

CUERDA INFERIOR 1 CPS 12

CUERDA INFERIOR 2-10 TENS-HYL 10

127.00

2

254.0

304.8 127.00

127.00 356.0

173.0

154.8

173. 0 448.0

HYLSA

HYLSA

HYLSA

18-PJ-6

18-PJ-3

14-PJ-3

45.7

45.7

35.60

Esc. 1:20 18-PJ-5

7233

4784

3650

4453

3189

2920

7888

5659

3297

20.70

14.60

13.9

904

906

965

572

591

738

2 hileras Tubo 12"C-4

2 hileras Tubo 1 "C-40

2 hileras Tubo 1 "C-40

8.000 M

11.0

18-PJ-3

6.500 M

11.0

12-PJ-3

5.400 M

11.0

20.70 14.6 13.9

1821.6 1043.9 825.66

26 de MAYO de 2011

3335.86