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PUENTE QUEBRANA NEGRA

Ing. Julio29/10/2015

Designed by Checked by Approved byDate

1 / 3

Edition Sheet

Date

3600

5300

800

50

100

100

2050S=1025S/2=

1025S/2=

600

200

600

800

1000

2%

2%

400

400

500

50

800

400

300

300

725

825

200

200

610

1830 435

1830

610

200

200

825

725

300

300

400

800

50

400

400

1000

800

600

200

600

100

100

50

800

5300

500

1650

1415

610

VL=RL

2%

2%

P/E=3.73 tn/m

P/E=3.73 tn/m

2%

2%

200

200

825

725

300

300

400

800

50

500

400

400

1000

800

600

200

600

100

100

50

800

5300

3600

1025S/2=

1025S/2=2050S=

100

2%

2%

825

200

10251025

2050

100

100

400

R

6101830

2265

435

2050

2%2%

P

P

400bw=

2050b=

200e=

2050S=