Cuaderno Ejercicios

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qu = CM = 3,8 T/m ; CV = 3,0 T/m

qu = CM = 4 T/m ; CV = 2,6 T/m

qu = CM = 4 T/m ; CV = 3,2 T/m

80 T

10.00

3.00

3.00

14.00

3.00

3,2 m

3.00

0.80 0.80 0.50 0.40

3E25 + 2E14 1 ESTE10 g15

1 ESTE10 g15 0.80

7,4 m

4E20 + 5E25

7,2 m

7m

2m

19E25

2E25

0.50

1 ESTE10 g15

4E20 + 5E25

DISEÑO A FLEXION ( ACERO DE REFUERZO) qu = CM = 4,2 T/m ; CV = 2,6 T/m

4E25 1 ESTE10 g15

2Ø25 MC-110 L=11.7m

12.00

3Ø25 MC-100 L=2.50m

4Ø25 MC-101 L=4.323m

2Ø25 MC-111 L=11.72m

2Ø25+3Ø25 MC-102 L=4.733m

3Ø25 MC-103 L=3.91m

2E25

2Ø25 MC-109 L=13.8m

0.90

0.50

2Ø25 MC-108 L=10.5m

1Ø25 MC-105 L=2.838m

2Ø25 MC-106 L=3.33m

3Ø25 MC-107 L=2.4m

1 ESTE10 g15 0.60

qu = CM = 4,2 T/m ; CV = 2,6 T/m

10E30 0.60

7.40

60 cm

60cm

8.00

0.60

40 cm

0.40

5E20 1 ESTE10 g15

3E25

40 cm

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