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DISEÑO DE ESCALERAS

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05. Diseño de Escalera

DISEÑO DE ESCALERAS

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CONCRETO ARMADO I

DISEÑO DE ESCALERAS EN U

En el presente trabao se !esarrollara el !ose"o # analisis !e es$aleras en U %&e es representato'a para los $in$o ni'eles !e el e!i($io bi)amilar, %&e se prese a $ontin&a$ion*

DATOS DATOS DE DISEÑO: + + + + + +

Dimension !el paso Dimension !el $ontrapaso An$2o !el !es$an3o Re$&brimiento Peso !e a$a'a!os sebre$ar6a 'i'ien!a 9s7$: l&3

+-. m +/01 m /+- m -+1 $m Sign up to vote on this title /1 567m 8 Useful  Not useful -1 567m8 . -- m

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05. Diseño de Escalera

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CONCRETO ARMADO I

METRADO DE CARGAS: Sheet Music

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METRADO DE GRADERIA: + +

Peso propio* =.=+0 567m Peso m&erto* /1+ 567m CM= !"#$ %&'m

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ANALSISIS:

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05. Diseño de Escalera

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CONCRETO ARMADO I

i2idimos la ca3&a en dos 2i&as con di4e3ente ca3&a dist3i5uid

R/; R-; /+./ tn

M$6= $#!!- Tn7m +

i2idimos la ca3&a en dos 2i&as con di4e3ente ca3&a dist3i5uid

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RBB/; +/ tn

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RESUMEN: R/; / <0 tn

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DISEÑO DE ESCALERAS

05. Diseño de Escalera

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CONCRETO ARMADO I

DISEÑO DE ESCALERA: +

Es8eso3 medio 8a3a el dise9o de &3ade3ia !/;e/>$os9@:

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ACERO MINIMO

;=$#$$,!

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toman!o* a$ero !e @.7

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S; +.- m

SE TOMA < 0'! >$#)*

DESCANSO: Asmin; -+/=1 $m8 toman!o* a$ero !e @.7

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DISEÑO DE ESCALERAS

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CONCRETO ARMADO I

(ERI?ICAMOS LOS MOEMNTOS RESISTENTES CON EL ACERO MINIMO GRADERIA: a ;

b; / $m !; /-+. $m As

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CONCRETO ARMADO I

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CONCRETO ARMADO I

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CONCRETO ARMADO I

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CONCRETO ARMADO I

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CONCRETO ARMADO I

> As > )# > 9!  a7-:

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