Ferraillage Des Poteaux

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)

;&

/


2/6

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)


4/6

sion

en bleue


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"

couran"e

nodale couran"e

nodale

n"es


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1

1

1

1

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Ferraillage Des Poteaux