Construccion 1
10
VIGAS DE CONFINAMIENTO
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Transcript of Construccion 1
![Page 1: Construccion 1](https://reader036.fdocumento.com/reader036/viewer/2022070512/588b070f1a28abdf3b8b5081/html5/thumbnails/1.jpg)
VIGAS DE CONFINAMIENTO
![Page 2: Construccion 1](https://reader036.fdocumento.com/reader036/viewer/2022070512/588b070f1a28abdf3b8b5081/html5/thumbnails/2.jpg)
01.01.05.08 VIGAS DE CONFINAMIENTO
ACERO ESTRUCTURALfy= 4200 kg/cm2
CONCRETOf’c= 210 kg/cm2
![Page 3: Construccion 1](https://reader036.fdocumento.com/reader036/viewer/2022070512/588b070f1a28abdf3b8b5081/html5/thumbnails/3.jpg)
![Page 4: Construccion 1](https://reader036.fdocumento.com/reader036/viewer/2022070512/588b070f1a28abdf3b8b5081/html5/thumbnails/4.jpg)
LOSA ALIGERADA
![Page 5: Construccion 1](https://reader036.fdocumento.com/reader036/viewer/2022070512/588b070f1a28abdf3b8b5081/html5/thumbnails/5.jpg)
• 01.01.05.09 LOSA ALIGERADA
Losa aligerada h= 0.20m y h= 0.25m.
s/c= 500 kg/m2, 400 kg/m2 y 250 kg/m2.
ACERO ESTRUCTURAL fy = 4200 kg/cm2
CONCRETOf’c = 210 kg/cm2
LADRILLO HUECO DE ARCILLA
h= 0.20cm
![Page 6: Construccion 1](https://reader036.fdocumento.com/reader036/viewer/2022070512/588b070f1a28abdf3b8b5081/html5/thumbnails/6.jpg)
LADRILLO HUECO DE ARCILLA
h= 0.20cm
LADRILLO HUECO DE ARCILLA
h= 0.15cm
![Page 7: Construccion 1](https://reader036.fdocumento.com/reader036/viewer/2022070512/588b070f1a28abdf3b8b5081/html5/thumbnails/7.jpg)
0.1.01.05.10 LOSA MACIZA
CONCRETOf’c = 210 kg/cm2
ACERO ESTRUCTURALf’Y = 4200 kg/cm2
![Page 8: Construccion 1](https://reader036.fdocumento.com/reader036/viewer/2022070512/588b070f1a28abdf3b8b5081/html5/thumbnails/8.jpg)
ESCALERAS
![Page 9: Construccion 1](https://reader036.fdocumento.com/reader036/viewer/2022070512/588b070f1a28abdf3b8b5081/html5/thumbnails/9.jpg)
01.01.05.12 ESCALERAS
ACERO ESTRUCTURALfy = 4200 kg/cm2
CONCRETOf’c = 210 kg/cm2
s/c = 400 kg/cm2
![Page 10: Construccion 1](https://reader036.fdocumento.com/reader036/viewer/2022070512/588b070f1a28abdf3b8b5081/html5/thumbnails/10.jpg)
ACERO ESTRUCTURALfy = 4200 kg/cm2
CONCRETOf’c = 210 kg/cm2
s/c = 400 kg/cm2