Memoria de Calculo Anclajes de Concreto en Pedestales para Apoyo de Spool de Estacion Reductora y Estacion de Captacion

 

IBIG^KC MB HCOHROG CFHOCJBX MB HGFH^B]G BF \BMBX]COBX \C^C C\G[G MB X\GGO MB BX]CHKGF ^BMRH]G^C [ BX]CHKGF MB HC\]CHKGF DCXB KT

^bvkskøf

Abhag pgr

N

Xkiøf

Ibigrkc mb Hcohuog

>4/<

 C

^gjcs Xkiøf

 Cfhocjbs mb Hgfhrbtg Hgfhrbtg Ibigrkc mb Hcohuog

>2/<

^gjcs

 Cfhocjbs mb Hgfhrbtg Hgfhrbtg

Hgibftcrkg mbo hokbftb:

ÉFMKH

Mbshrkphkøf

Dbhac

^bvkscmg

Cprgncmg

 

3

GNJB]KTG

>

Ibigrkc mb Hcohuog

8

Cfãoksks mb Cfhocjbs mb Hgfhrbtg

 

8  

8  

=

8.3

Tbr Tbrkdk kdkhchk hchkøf øf (pochc (pochcs, s, cfh cfhocjb ocjbs, s, hcre hcrecs cs y n nogq ogqub ub mb hki hkibft bftchkø chkøf) f)

8.>

Tb Tbrk rkdk dkhch hchkø køf f (m (mct ctgs gs m mbb mk mksb sbóg óg,, mb mbdg dgric richkø hkøf f y tb tbfs fskø køf) f)

8. 8.88

Tbrkdkhc hchhkøf køf ((C Cfhocj ocjbs bs))

8. 8.==

Tb Tbrk rkdk dkhc hchk hkø øf (Xg Xgom omcm cmur urc) c)

 

 

 

Hgfhouskøf

 

 

4 5

8.2 Fgr Fgrics ics mb m mksbó ksbóg g ((CHK CHK 8=;8=;-N.4 N.4.3.= .3.= - C CKXH KXH 842