Porticos en x

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GEOMETRIA DE LOS PORTICOS PORTICO : A= C T2 2.40 T1 1.00 N6 18.00 3.00 30 N5 25 25 25 15.00 45 45 45 3.00 30 30 30 30 30 30 30 30 N4 25 25 25 12.00 45 45 45 3.00 30 30 30 30 30 30 30 30 N3 25 25 25 9.00 45 45 45 3.00 40 30 35 35 35 35 40 30 N2 25 25 25 6.00 45 45 45 3.00 40 30 35 35 35 35 40 30 N1 25 25 25 N1 25 25 25 3.00 45 45 45 3.00 40 30 40 45 40 45 40 30 0.00 4.00 5.00 4.00 1 2 3 4

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Transcript of Porticos en x

Page 1: Porticos en x

GEOMETRIA DE LOS PORTICOS

PORTICO : A = C

T2

2.40

T1

1.00

N618.00

3.00 30

N5 25 25 25

15.00 45 45 45

3.00 30 30 30 30 30 30 30 30

N4 25 25 25

12.00 45 45 45

3.00 30 30 30 30 30 30 30 30

N3 25 25 25

9.00 45 45 45

3.00 40 30 35 35 35 35 40 30

N2 25 25 25

6.00 45 45 45

3.00 40 30 35 35 35 35 40 30

N1 25 25 25N1 25 25 25

3.00 45 45 45

3.00 40 30 40 45 40 45 40 30

0.00

4.00 5.00 4.001 2 3 4

Page 2: Porticos en x

PORTICO : B

T2

T1

N5 30 30 30

15.00 50 50 50

3.00 30 30 30 30 30 30 30 30

N4 30 30 30

12.00 50 50 50

3.00 35 30 30 30 30 30 35 30

N3 30 30 30

9.00 50 50 50

3.00 35 30 40 40 40 40 35 30

N2 30 30 30

6.00 50 50 50

3.00 40 30 45 45 45 45 40 30

N1 30 30 30N1 30 30 30

3.00 50 50 50

3.00 40 30 45 45 45 45 40 30

0.00

2.00 4.00 5.00 4.0031 42

Page 3: Porticos en x

CALCULO DE LAS RIGIDECES

NIVEL

PORTICO :A = C

0

N6 0 0 0 0

0 0 0 0 0 0

N5 474.61 379.69 474.61 1328.9

225 225 225 225 0 900

N4 474.61 379.69 474.61 1328.9

225 225 225 225 0 900

N3 474.61 379.69 474.61 1328.9

300 416.84 416.84 300 0 1433.7

N2 474.61 379.69 474.61 1328.9

300 416.84 416.84 300 0 1433.7

N1 474.61 379.69 474.61 1328.9N1 474.61 379.69 474.61 1328.9

300 1012.5 1012.5 300 0 2625

N0

Page 4: Porticos en x

PORTICO :B

N5 781.25 625 781.25 2187.5

225 225 225 225 900

N4 781.25 625 781.25 2187.5

262.5 225 225 262.5 975

N3 781.25 625 781.25 2187.5

262.5 711.11 711.11 262.5 1947.2

N2 781.25 625 781.25 2187.5

300 1139.1 1139.1 300 2878.1

N1 781.25 625 781.25 2187.5N1 781.25 625 781.25 2187.5

300 1139.1 1139.1 300 2878.1

Page 5: Porticos en x

F´c = 250 kgf/cm2 E = 15100.RAIZ(F´c) = 238,751.96 kgf/cm PORTICO : A = C

NIVEL h(cm) SUM(Kv) SUM(Kc) Rp

N5 300 1,328.91 900.00 19,230.33

N4 300 1,328.91 900.00 17,370.98

N3 300 1,328.91 1,433.68 22,434.33

N2 300 1,328.91 1,433.68 22,789.99

N1 300 1,328.91 2,625.00 45,216.79

Page 6: Porticos en x

NIVEL h(cm) SUM(Kv) SUM(Kc) Rp PORTICO : B

N5 300 2,187.50 900.00 22,018.25

N4 300 2,187.50 975.00 21,699.80

N3 300 2,187.50 1,947.22 33,575.85

N2 300 2,187.50 2,878.13 40,707.59

N1 300 2,187.50 2,878.13 57,520.03