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Direction du Parois
AB BC CD AD
Ce 0.8 -0.31 -0.31 -0.31
Ci(S) 0.42 0.42 0.42 0.42
Ci(D) -0.18 -0.18 -0.18 -0.18
Cr(S) 0.38 -0.73 -0.73 -0.73
Cr(D) 0.98 -0.13 -0.13 -0.13Ce -0.42 0.8 -0.42 -0.42
Ci(S) 0.35 0.35 0.35 0.35
Ci(D) -0.25 -0.25 -0.25 -0.25
Cr(S) -0.77 0.45 -0.77 -0.77
Cr(D) -0.17 1.05 -0.17 -0.17
ent sur !orti"ue
δ Cas Parois
AB 0.38
CD -0.73
#$ -0.74
$% -0.&3
AB 0.98
0.74 CD -0.13
#$ -0.14$% -0.03
AB -0.77
CD -0.77
#$ -0.75
$% -0.75
AB -0.17
0.77 CD -0.17
#$ -0.15
$% -0.15
Direction duvent Cr
1
2
Perpendiculaireau long pan
3
4
Perpendiculaireau pignon
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#$ $%
-0.32 -0.21
0.42 0.42
-0.18 -0.18
-0.74 -0.&3
-0.14 -0.03-0.4 -0.4
0.35 0.35
-0.25 -0.25
-0.75 -0.75
-0.15 -0.15
q(daN/m2) dan'
23.229932 11&.149&&
-44.&25922 -223.129&1
-45.23723& -22&.18&18
-38.512782 -192.5&391
59.908772 299.5438&
-7.947082 -39.73541
-8.55839& -42.79198-1.833942 -9.1&971
-48.9794&9 -244.897345
-48.9794&9 -244.897345
-47.707275 -238.53&375
-47.707275 -238.53&375
-10.813&49 -54.0&8245
-10.813&49 -54.0&8245
-9.541455 -47.707275
-9.541455 -47.707275
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Pr*-diensionneent
% 7.7#tat iite Co+inaison P (da,')
1 8
#/
1.33 G 1.! " 22.241
2 13.21 10.241
0 G 1.#! $ 7.7
#S % 15.7
% 7.7
*rication r*sistance
6P# 140
541.2 44.92 77.32 12.31 1&.43
541.2 44.92 77.32 12.31
541.2 44.92 77.32 12.31
541.2 44.92 77.32 12.31
541.2 44.92 77.32 12.31
%.lim Com&
'leion suivant
C*arges r+parties
P ,
#/ 1.33 G 1.! " 1--.# !21.12! -#.!-201
1-#.#01 !2.3-#! -#.1!1-#-
G 1.#! $ 22#.-2! #11.3212! 02.!10#23
#S % 11#. 3-.12! #.-1!#012% 1!.31 320.03#! 2.!-2!----
D*erseen
oneur du d*erseent Coecient aeur
2.5 D 1.952&4531
C 1.25
Beta 1
B 0.77379859Contrte D 95.59&&9&5
#anceent 97.0810837
1.33 % 1.5
6: (c4) 6
; (c4) <
: (c3) <
; (c3) A (c2)
1.33 % 1.5
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#uer 219.91244&
=0 1.79330088
=d 1.35577741
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&9.503125 19.815 24.7&875 94.271875
32.003125 0 0 32.003125
24.0&25 0 0 24.0&25
49.0&25 13.21 1&.5125 &5.575
24.0&25 0 0 24.0&25
ce
(c) + (c) PP(da,')
14 7.3 4.7 &.9 12.9 2.54
'leion suivant
C*arges concentr+es C*arges r+partie
4 P , 4 P
1.100-#1 1.- 1!.! 2.3-#1!! .3-#122# 22.21
1.21-20330 1.21
1.-32#0- #.#
.3!3#2!- 00.12 123.0 1-.231!3# .22#11#! 1!.#.#!-01#1 #.#
#>ort tranc
?-?
[email protected]*!artie [email protected]*ota
417.185 74.34 491.525
-419.4775 0 -419.4775
-5&9.10&25 0 -5&9.10&25
Care r*!artie
Pconcentr*
care concentr*
oenttota
t() t
() 6nertie
torsionnee
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oneur de tra*e
5
5
5
5
5
s C*arges concentr+es
, 4 P ,
-0.!312! !-.-#2-# 1.01#3#0 10.1! 2.#-#! 2.123-#11
32.312! 2!.00#--! .3002
2.-2! 10.!#11-1-!# .--2#032
0.-2! 30.!!2!0 1.3!3-!# 13.21 1-.!12! 13.13011!2.-2! 10.!#11-1-!# .--2#032
nt
E-E
[email protected]*!artie [email protected] ota
55.&025 9.9075 &5.51
25.&025 0 25.&025
19.25 0 19.25
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'leion d+vi+e
4 4
.!#2#-1 1-.-2!!033 2.01!23
03.12310-2 1.01331!13
111.!!213!0 1.#-1-1
.3--!#0 11-.0!033#0 2.2!21-00 -2.10-32 1.0313-
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*rication r
-0.3 -.31 1.# 1-.--
-0.3 -.31 1.# 1-.--
-0.3 -.31 1.# 1-.--
-0.3 -.31 1.# 1-.--
-0.3 -.31 1.# 1-.--
%.lim Com&'leion suivant C*arges r+parties
P ,
#/ 1.33 G 1.! "
211.! --.03#!
G 1.#! $ 2-.#! ##1.03#!
#S %
% 11 .-2!
oneur du d*erseent Coecient aeur
2.5 D 1.7228278&
C 1.132
Beta 1
B 0.7&8&9243
Contrte D 80.&908253
#anceent 9&.8400815#uer 221.008383
=0 1.78741433
=d 1.40700218
5 (cm) 56 (cm
) 7 (cm3) 76 (cm
3)
1.33 % 1.5
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sistance ce
6P# 1&0
* (cm) & (cm) PP (daN/ml)
2.0 1- .2 ! #. 1!.
'leion suivant C*arges r+parties
8 4 P , 8
0 #.-1 1.#03#!
119.035
528.75 -.31##3 .02#--3 #.-1 1.#03#!
119.035
&1&.875 #.03###! 1.000!!-# 3!. 111.#! 89.5
0 3!. 111.#!
352.5 .!3!#!-0 .-2!-31##! 3!. 111.#!
D*erseent
9 (cm2) t:(mm) t4 (mm)
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%
35.8 0 141
oneur de tra*e
3.53 5
5
5
5
5
'leion d+vi+e
4 4
0.3110##00 2.#11!#3!-- 0.3110##00 2.#11!#3!--
0.3110##00 2.#11!#3!-- 1!.11!#02-3# 2.-0132!
-#.1!1-#3 2.30!30 13.0-233 2.30-0!-1
-#.1!1-#3 2.30!30 -#.1!1-#3 2.30!30
-#.1!1-#3 2.30!30 1#.-##3030 2.12!003#1-
6nertietorsionnee
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Contraintes
#eent oent #>. ,ora < Section Si ,
Poteau 188.5 55.72 1013 97.2& #rrF508
raerse 188.5 37.38 903.& 72.73 #rrF508
Cacu raerse
Sta+iit*
6P# 3&0
1&270 1043 903.& 112.8 72.73
Coecient =d
oneur du d*erseent ooneur de a traerse
7.57
Paratre $orue
Coecient aeur 0.5:
D 1.842298358
C 2.8& #anceent G
Beta 1
B 1
Contrte D 139.2059098
#anceent &2.708&43&7
#uer 527.0&5057& H
=0 1.211&3987
=d 1.07&&&08&4
6: (c4) 6
; (c4) <
: (c3) <
; (c3) A (c2)
onueur dua+
Ia;on deiration i
Contraintecriti"ue
=
n
=
= n
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Si $ Contrainte Pro*
#rrF508 #rrF509 @#A280
#rrF508 #rrF509 6P#3&0
(c) + (c) PP(da,')
3& 17 8 12.7 57.1 3&.2
15.13
7.5&5 7.5&5
0.1495&741 0.0378&913
50.5791993 199.7&&919
810.1&8103 51.93&40&4
5.13955727 5.13955727
208.&10004 208.&10004
157.&33831 10.105229&
1.009914&8 1
1.00191897 1.034070&&
#rrF508 #rrF508
t() t
() 6nertie
torsionnee
Dans e !andu !orti"ue
Per!endicuaire au !andu !orti"ue
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13-# #-3 113 3.2
Coecient =d
oneur du d*erseent onueur du
15.8
Paratre
Coecient aeur
D 2.708&7734
C 2.88
Beta 1
B 1
Contrte D 199.5&92&5
#anceent 45.3&5&558
#uer 1007.08158 H
=0 1.08909325
=d 1.012487&8
6: (c4) 6
; (c4) <
: (c3) <
; (c3)
onueur dua+
Ia;on deiration i
#anceentG
Contraintecriti"ue
=
n
=
= n
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Cacu Poteau
Sta+iit*
@#A 280
(c) + (c) PP(da,')
0#.2- 2# 2 13 #-.
ontant 10
$orue
d 15.8 12
0.11855425 0.0&997987
133.272321 171.477873
11&.&91471 70.4859998
5.72897388 5.72897388
18&.080948 18&.080948
20.3&8&513 12.3034249
1.08128525 1
1.015732&3 1.0272&424
#rrF508 #rrF508
A (c2) t() t ()
Dans e !andu !orti"ue
Per!endicuaire au !andu !orti"ue
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5&.5
6nertietorsionnee
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Poteau Co+ ,
1
#/ 1 &5.&8 -31.17
#/ 2-1 -8 32.51
#/ 2-2 33.27 24.78
#/ 2-3 -10.&9 -7.33
#/ 2-4 32.25 -15.37#/ 3-1 -27.1& 44.88
#/ 3-2 20.98 35.8&
#/ 3-3 -30.3 -1.&
#/ 3-4 19.79 -10.99
2
#/ 1 &5.&8 31.17
#/ 2-1 -0.2& 17.37
#/ 2-2 41 25.1
#/ 2-3 -10.&9 7.33
#/ 2-4 32.25 15.3&
#/ 3-1 -18.13 13.32#/ 3-2 30.01 22.34
#/ 3-3 -30.3 1.&
#/ 3-4 19.79 10.98
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Poinconneent
1 ,1 e S6% S6%
123.2 #rrF508 #rrF508 0.&71074215 #rrF508 #rrF508
-131.24 #rrF508 #rrF508 #rrF508 #rrF508 #rrF508
-&8.52 #rrF508 #rrF508 #rrF508 #rrF508 #rrF508
-13.99 #rrF508 #rrF508 #rrF508 #rrF508 #rrF508
51.28 #rrF508 #rrF508 #rrF508 #rrF508 #rrF508-180.57 #rrF508 #rrF508 #rrF508 #rrF508 #rrF508
-107.4 #rrF508 #rrF508 #rrF508 #rrF508 #rrF508
-43.79 #rrF508 #rrF508 #rrF508 #rrF508 #rrF508
32.37 #rrF508 #rrF508 #rrF508 #rrF508 #rrF508
-123.2 #rrF508 #rrF508 #rrF508 #rrF508 #rrF508
-52.82 #rrF508 #rrF508 #rrF508 #rrF508 #rrF508
-115.54 #rrF508 #rrF508 #rrF508 #rrF508 #rrF508
13.99 #rrF508 #rrF508 #rrF508 #rrF508 #rrF508
-51.24 #rrF508 #rrF508 #rrF508 #rrF508 #rrF508
-34.1& #rrF508 #rrF508 #rrF508 #rrF508 #rrF508-107.34 #rrF508 #rrF508 #rrF508 #rrF508 #rrF508
43.79 #rrF508 #rrF508 #rrF508 #rrF508 #rrF508
-32.32 #rrF508 #rrF508 #rrF508 #rrF508 #rrF508
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Contrainte P D A B
1.859131944 34.3 1.8 1.2 1.2
#rrF508 34.3 1.8 1.2 1.2
#rrF508 34.3 1.8 1.2 1.2
#rrF508 34.3 1.8 1.2 1.2
#rrF508 34.3 1.8 1.2 1.2#rrF508 34.3 1.8 1.2 1.2
#rrF508 34.3 1.8 1.2 1.2
#rrF508 34.3 1.8 1.2 1.2
#rrF508 34.3 1.8 1.2 1.2
#rrF508 34.3 1.8 1.2 1.2
#rrF508 34.3 1.8 1.2 1.2
#rrF508 34.3 1.8 1.2 1.2
#rrF508 34.3 1.8 1.2 1.2
#rrF508 34.3 1.8 1.2 1.2
#rrF508 34.3 1.8 1.2 1.2#rrF508 34.3 1.8 1.2 1.2
#rrF508 34.3 1.8 1.2 1.2
#rrF508 34.3 1.8 1.2 1.2