(armadod de columna rectangular)300x250-3%

1
67 PP @ 250mm 2650 400 125 67 PP @ 150 mm 63 67 PP @ 130 mm 30 2650 50 COLUMNA RECTANGULAR ',6(f2 25',1$5,2 400 400 400 ESC: 1:350 COLUMNA RECTANGULAR ',6(f2 6,60,&2 ESC: 1:350 COLUMNA RECTANGULAR ',6(f2 (63(&,$/ ESC: 1:350 COLUMNA RECTANGULAR ',6(f2 6(*Ò1 1(& ESC: 1:350 450 450 450 450 67 PP @ 60 mm 67 PP @ 60 mm 67 PP @ 150 mm 450 450 67 PP @ 100 mm 67 PP @ 100 mm 50 CORTE TRANSVERSAL-COLUMNA RECTANGULAR ESC: 1:25 67 PP @ 125 mm 67 PP @ 125 mm 125 2650 300 250 10 100 100 150 ',6(f2

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ARMADO DE COLUMNA

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Page 1: (ARMADOD DE COLUMNA RECTANGULAR)300X250-3%

ST Ø 10 mm

@ 250mm

2650

400

125

ST Ø 10 mm

@ 150 mm

63

ST Ø 10 mm

@ 130 mm

30

2650

50

COLUMNA RECTANGULAR

DISEÑO ORDINARIO

400 400

400

ESC: 1:350

COLUMNA RECTANGULAR

DISEÑO SISMICO

ESC: 1:350

COLUMNA RECTANGULAR

DISEÑO ESPECIAL

ESC: 1:350

COLUMNA RECTANGULAR

DISEÑO SEGÚN NEC-11

ESC: 1:350

450

450

450

450

ST Ø 10 mm

@ 60 mm

ST Ø 10 mm

@ 60 mm

ST Ø 10 mm

@ 150 mm

450

450

ST Ø 10 mm

@ 100 mm

ST Ø 10 mm

@ 100 mm

50

CORTE TRANSVERSAL-COLUMNA

RECTANGULAR

ESC: 1:25

ST Ø 10 mm

@ 125 mm

ST Ø 10 mm

@ 125 mm

125

2650

300

250

Ø22

10

134°

100 100

150

DISEÑO: