CORREASqu -5.66 Kg/m2s 1.08 m X 0.00

qu*s -6.11 Kg/m V -12.38L 4.05 m M 0.00

L/20 0.20 m T=C 0.00L/16 0.25 m

L/20 < h < L/16 0.23 m

CUERDA SUPERIOR CUERDA INFERIORPARA TENSION Y COMPRESION PARA TENSION

Perfil L 19X3 mmXmm Fy 2800.00 Kg/cm2Fy 2520.00 Kg/cm2 Barra Escogida

Pu superior -27.25 Kg Barra 5.00 N°Rmin 0.56 cm D 1.59 cm

A 1angulo 1.06 cm2 A 1.98 cm2L (d/nodos C) 27.00 cm Pu Inferior -54.49 Kg

k 1.00 PARA COMPRESIONE 2000000.00 Kg/cm2 E 2000000.00 Kg/cm2

RE 48.21 L 27.00 cmCc 132.69 K 1.00Fe 8491.38 Kg/cm2 R 0.19 cmFc 2225.64 Kg/cm2 D 0.77 cmPc 4808.16 Kg D 2.43 In

Bien! Barra Escogida 5.00 N°D 1.59 cmA 1.98 cm2R 0.40 cm

RE 68.031496063Cc 125.88004494Fe 4264.9083019Fc 2127.2551937Pc 3789.48 Kg

Bien!

CORREAS

0.50 1.00 1.50 2.00 2.03-9.32 -6.27 -3.21 -0.15 0.00-5.43 -9.32 -11.69 -12.53 -12.53

-23.59 -40.53 -50.83 -54.48 -54.49

CELOSIAE 2000000.00 Kg/cm2Fy 2800.00 Kg/cm2

V=Pu 12.38 KgL 27.00 cmK 1.00R 0.19 cmD 0.77 cmD 2.429696288 In

Barra Escogida 3.00 N°D 0.95 cmA 0.71 cm2L 27.00 cmR 0.24 cm

RE 113.39Cc 125.88Fe 1535.37 Kg/cm2Fc 1305.16 Kg/cm2Pc 837.00 Kg

Bien!

TENSOR

qu 200.221 Kg/m2

S 6.00 m

L´ 9.32 m

α 15.00 °

n 2.00

F 1448.449 Kg

MIEMBROS REDONDOS

BARRA AREA CARGA ULTIMA (Kg)

NUMERO Cm Cm2 A-40 A-60

3 0.95 0.71 1680 1960

4 1.27 1.27 3000 3500

5 1.59 2 4730 5510

6 1.91 2.85 6730 7860

7 2.22 3.88 9170 10690

8 2.54 5.06 11950 13950

A-40 A-60

UTILICE Barra 3/8´´ Barra 3/8´´

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