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ANALISIS DE CARGAS DEL EDIFICIO

NUMERO DE NIVELES 3 nivel piso4 91.3

AREA POR PISO 110 ! piso3 1"!.#

CARGA MUER$A #30 %&'! piso! !(3.9

CARGA VIVA !00 %&'! piso1

$O$AL !(3.9 )on

COR$E *ASAL 40.(+#3!

piso h wi Wi*h v

! +.( 91.300 +!0.41 9.!!

3 ".4 91.300 (##.9! 13.+9

4 11.1 91.300 1,013.43 1(.9+

2,300.76 40.76

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3

!.(

!.(

!.(

11.1

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- 0.4 $ S

F 1.! 0 0.4"

n !.4" 0.01 0.+44+3("!

$o 0.1100(+ 0.0! 0.#090(+#3

Fs 1.11 0.03 0.#(3#134+

F/ 1.19 0.04 0.(3"1+1!#

$ 0.#0+41!+ 0.0+ 0."0!#"90" 1 0.0# 0."#(!!#"9

0.0( 0.931(#4(1

V2 0.14"" 0 0.0" 0.99#30!+!

I 1 0.09 1.0#0"4034

S 1.1904 0.1 1.1904

R " 0.! 1.1904

0.3 1.1904

p 1 0.4 1.1904

e 1 0.+ 1.1904

0.# 1.19040.( 1.0!9+4(!

0." 0.900"+3"

0.9 0."00(+"93

1 0.(!0#"304

1.1 0.#++1##4

1.! 0.#00+#9!

1.3 0.++43(1+(

1.4 0.+14((3#

1.+ 0.4"04++3#

1.# 0.4+04!#9

1.( 0.4!3931!

1." 0.4003(94(

1.9 0.3(930#"#

! 0.3#0341+!

!.1 0.3431"!4

!.! 0.3!(+"3!

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!.4 0.300!"4#

!.+ 0.!""!(3!!

!.# 0.!((1"+("

!.( 0.!##919#4

!." 0.!+(3"#"

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00

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3.+ 0.!0+90944

3.# 0.!001"9(3

3.( 0.194((9!

3." 0.1"9#+343

3.9 0.1"4(90+!

4 0.1"01(0(#

4.1 0.1(+((#3+4.! 0.1(1+91!

4.3 0.1#(#00(1

4.4 0.1#3(91#

4.+ 0.1#01+1(9

4.# 0.1+##(0!3

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0.+ 1 1.+ ! !.+ 3 3.+ 4 4.+ +

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0.+ 1 1.+ ! !.+ 3 3.+ 4 4.+ +

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