Hoja de Calculo para calcular Fuerza de Corte Basal para Estructura de 2 Pisos

ING. RODOLFO SEMPRUN METODO ESTATICO EQUIVALENTE: FUERZA DE CORTE BASAL Vo= FM* Ad*W Donde:

FM= 1.!N" FM: V+,o +d4en-on+, d+do e, 4+@o 4+@o de ,o5+,oe- de : FM= '.('" 1 Ad: Oden+d+ de, E-e/0o de D-e2o W: Pe-o 0o0+, de ,+ e-03/03+ 4eddo o en/4+ de, n5e, de ,+ B

 PERIODO FUNDAMENTAL  T+=  T+= C0*!6n$7!'.89$ Donde : C0= C0= '.'8 '.'8 C0= '. '.'( 6n:

Peodo E-04+do ++ E-03/03+- de, To To I !Se;n

E-0 E-03/ 3/03 03+ +-- de M0 M0oo- de A/e /eo) Co Con/ n/e0o e0o E-03/03+- de de A/ A/eo A,03+ de ,+ e-03/03+ e-03/03+ 4eddo de-de e, 3,04o n5e, >+-0+ >+-0+ e, 4e

P++ e, To II? III @ IV  T+=  T+= '.'9*!6n$7!'.89$ C,/3,o T: N de P-o- !M$  T+=  T+=  T+=  T+=

.## C0* !6n$7!'.89$ '.'( &.(&1&&1<#

'.& Se

T=T+

C,/3,o FM: N de P-oFM: FM

&

T* =

1.!N"#$= '.('

19. "

1.'' %

1*!T*%T)1$%&'

!&N"1&$= =

1< '.('

 T%T* '.&&9(#88 !T%T*)1$ )'.8819'& !T%T !T%T*) *)1$ 1$ %&' %&' )'.' )'.'( (8' 8'89 891 1 C,/3,o Pe-o de ,o- N5e,e-: N5e, e+ !4&$ Pe-o !%4&$ Pe-o Lo-+ !$ Pe-o V+- !$ Pe-o o n5e, & 9.9 '#.&( 1(''.& 9<.# 1(<98.&9

1

9.9

'

'.''

&(9.' W=

&(9.' 1(#&.&(

C,/3,o de, Co0e B+-+,: FM

'.#<

Vo = FM*Ad*W =

Ad

'.18

&<(9.98 

C,/3,o de ,+ F3e+ L+0e+, de, Toe F0: F0: !'.'<*T%T*)'.'&$*Vo= '.'<*T '.'<*T%T*

)18.&



'.'199'## '.'199'##

Se Dee C34, H3e: '.'Vo

=

F0

=

'.1'*Vo

1'8.&

=

F0

=

&<(.9<

Se To4+:

F0:

1'8.& 

C+,/3,o de ,+, +- F3e+- E-00/+-: E-00/+-:

F= S34+0o+ !WJ*6J$ % S34+0o+ !WJ*6J$ * !Vo)F0$ Vo)F0 =

N5e,

&98(.1

Pe-o !W$ A,03+ !6$ & 1(<98.&9 '.(# 1 &(9.' .1' S34+0o+ !W*K$

F3e+- L+0e+,e- Den05+- !F$ N5e, & N5e, 1

=

&999.1  1'.&< 

W*6 Vo)F0 !$ F !$ 1<<'.#9 &98(.1 &999.1 ((.9# &98(.1 1'.&< 18((.9

F3e+- T+n-5e-+,e- De &(1'.(  1.&( 

$% !&N"1&$ &'* !T%T*)1$ -e

o4+ 189<)'1$

 n5e,

 T=

'.& Se

FM: "

'.#< Con0o,+ )'.'(8'891

=

'.8<



W

V !$ &999.1 &<(9.98

n05+n05 +- !F@$: !F@$:

1(#&.&(

So,o en N5e, 9 V= F0" F