ferraillage des poteaux
TRANSCRIPT
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7/21/2019 Ferraillage Des Poteaux
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Flexion compose selon B.A.E.L 91 rvis 99
DONNEES NB: N (-) traction, N (+) compres
N avec son signeSaisir les chiffres dans la couleur
3.9635 he (m) 3.06
96.394 c (m) 0.05
0 Fe (pa) 400
Ns (t) 0 !5
" (t) 3.4#$ N% (t) 60
& (m) 0.6 's (pa) !00000
h (m) 0.6
FPN (1); FN (2); FTN (3) !Normal(1) / cc!den"(2)
SE#T$O ENT$E%E&ENT #O&P%$&EE
SE#T$ON ENT$E%E&ENT #O&P%$&EE
#'#' 'E'
1*/ Sec"ion +ar"iellemen" com+rim!e
a (t.m) !$.06!
0.093#5#9 , -
* eiste * 0
0.4030!90456 0.44$09944
00.69#05#9 / (m) 0.5$4$!9
* (cm) -4.#655$!9 -!.4!5$605
!.3536!064$3 3.9$4#5
2*/ Sec"ion en"ieremen" com+rim!e
a (t.m) !$.06!
12 N1N
0.5464$94!#3
3.$65$9$6 * (cm) -5#.#6$5
Fst (pa) 34#.$!6 -6.#34$#5
* (cm) -5!.45#503$
0
3*/ Sec"ion en"ieremen" "enduea as %e 7errai88age smetrie
0.!9##044
0.!0$$$!!956 $.9 cm
* (cm) .5##6!5 $.9
6.3565 'a condi"ion de non fra.ili"!e es" !rifi!e
(t.m)
N (t)
s(t.m)
Fc!$(pa)
;&
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1*/ rma"ures lon.i"udinals
* (cm) 0
#hoi0 de la sec"ion daciers
3#.#
2*/ !rifica"ion de la condi"ion min e" ma0 des arma"ures lo.i"udinales
!$.$ !rifi!e
44 !rifi!e couran"e
!6 !rifi!e recoureme
3*/ rma"ures "ransersals
!0 ?t (cm) @ 30
3.5# ?t (cm) @ 53.#5 Aren%re ?t !0
.0$6$#5 couran"e Aren%re ?t 0
0.54343#5 nodale
5
*/ !rifica"ion de la sec"ion min des arma"ures "ransersau0
couran"e interpo8er #ondi"ion non !rifi!e
nodale interpo8er #ondi"ion non !rifi!e
$n"er+oler en"re les aleurs limi"es +r!c!d
4*/ 'on.ueur de recouremen"
!0
$0
3*/ !rifica"ion de leffor" "ranchan"
0.05393939
!.5
Pas de ru+"ure +ar cisaillemen"
E%$F$#T$ON 'E'S
SE#T$ON ENT$E%E&ENT #O&P%$&EE
SE#T$O ENT$E%E&ENT #O&P%$&EE
1*/ !rifica"ion des con"rain"es
.6
!0.6333306
5?'C ?'
* (cm)
*min(cm)
*ma(cm)
*ma(cm)
DEmin(mm)
g (m)Ga
*t(cm)
*t(cm)
#hoi0 de la sec"ion daciers"(cm)
3 < g < 5
DE(mm)Er(cm)
H2 (pa)
H2 (pa)
Is(pa)
I&c(pa)
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JK"0L ? (m) 0.4655
JK"0L 0.593!!0994
JK"0L 0.006#$#9006
JK"0L 0.04$55995#
5D$/-6 0
0
0
-!.!59036#!
?A
(m) JK"0L
p (m) JK"0L
(mM) JK"0L
(mM) JK"0L
5D$/-6 5D$/-6
t (m) JK"0L O (ra%) JK"0L
P JK"0L a (m) JK"0LJK"0L JK"0L
JK"0L JK"0L
JK"0L JK"0L
Q (tmM) JK"0L JK"0L
JK"0L 5D$/-6 JK"0L
JK"0L 5D$/-6 JK"0L
JK"0L 5D$/-6 Q (tmM) JK"0L
JK"0L 5D$/-6
JK"0L 5D$/-6
JK"0L 5D$/-6
2*/ !rifica"ion s+!cifi7ue281*/ Sollici"a"ion normales
R 0.06666666# #ondi"ion !rifi!e
282*/ Sollici"a"ion "an.en"es
0.04
#ondi"ion !rifi!e
e (m)
e! (m) v (m)
Is(pa) v! (m)
Is!(pa) gg (m)
I&(pa)
I&!(pa)
Isc(pa)
Is(pa)
Sc(m) Sc(m)
S (m) Sc!(m)
I1(m) Sc3(m)
Aren%re Sc
I&(pa) S (m)
Isc(pa) I1(m)
Is(pa)
I&(pa)
Isc(pa)
Is(pa)
G%
H2 (pa)
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sion
en bleue
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"
couran"e
nodale couran"e
nodale
n"es
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