calculos estructural gruas patio italia
TRANSCRIPT
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 1/82
Il programma è fornito,
Ogni altro uso sotto la r
program is free and for propo
Foglio 1
Dati di INPU e progettazion
Dati di OUPU conseguent
Foglio 2 e Foglio 3
progettazione cavalletti
ati di O!"#!" $Foglio 3%
Come procedere
a Foglio 3 per cavallett
iversamente seguire
!sempio di progettaz
&iempire tutte le celle
Leggere i risultati nelle
Accertarsi c'e le casel
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 2/82
O
O"#! &"$
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 3/82
designing an yard gantries crane ( #ractice
ratutitamente, solo per l'esecuzione di preventivi e di veloci prep
sponsabilità dell'utente.
als or a fast design ONLY. Any different use under user responsability.
e della trave ponte )N#!" and O!"#!" data for t'e bridge*beam
O!"#!" data for gantries
i laterali
istruzioni in loco.
$I!PI#OO +eig'ts sum
steel only
Solo carpenteria in acciaio
dal calcolo
ione di una ru a cavalletto per piazzale
iola in INPU Foglio 1
celle di OUPU a Foglio 1 per trave ponte
le di controllo nere in OUPU siano tutte O.,.
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 4/82
"#! $"%! PON! --- (g bridge
O"#! )I"N&"! --- (g gantries
*** (g "O"AL
*** Foglio 1
*** Foglio 3
!N!$I" $U
entrambe le caselleessere O.+.Diversamente cercarnei fogli citati ed appsuggerite.ot' control cells must berelevant s'eet $foglio 1 orand proceed to t'e sugge
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 5/82
ogetti.
#rogram running instructions
fill up )N#!" purple cells Foglio1
&esulting data in O!"#!" Foglio 1 for bridge beam
in Foglio 3 for gantriese sure all blac0 control cells by O!t#!" cells 'ave an O.,.
Ot'er+ise follo+ local instructions.
ary
steel/ mec'anics/ and facilities
Pesi compresa meccanica ed impiantistica
-I"I estimated values
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 6/82
"#! $"%! PON! --- (g bridge
O"#! )I"N&"! --- (g gantries
*** (g "O"ALO"#! $U
i controllo debbono
le caselle non O.+.ortare le correzioni
O.,.. Ot'er+ise go to t'e%/ see0 for non O.,. cells/ted correction.
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 7/82
φ passo 2
-4AL!56 passo 2 mm
-4AL!56 717 22rad -4AL!56
-4AL!56
3 mm
mm -4AL!56
' 8 19 mm
i 2 mm
-4AL!56
rete
g 8 27
717 22
2 IP! *%"#U!/
19:3
-4AL!56
27 mm
carrello ; carico
F F .9 t
p.p. trave
O <.<3 t
sen φ
cos φ
gradi φ
asta g
asta a
:
:
z 8
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 8/82
IP! *** t -4AL!56 -4AL!56 t
N= divisioni long.
19 19 2
a
trave F
b
d g
trave O
3. m
trave ) 33
7<<.>9 tcm
39. tcm c
01213.45 tcm
? 8 2>@2.@<@ cm3
8 219@7>3 cm7
per una fiancata
8 1>@>3< 229 ; 2B AB 9<29 cm7
piattabande
A 8 9.> cm2-4AL!56 6.47825 9.> 2 BsC2
Duota area per mf trasversale spess. 8 22 2.<@<< mm
Foglio 2 larg'. 8 717 713.@>>32 mm
verifica stabilitE lamiera pannello verticale secondo )N 7117
*1.2
12 p 0 8 -4AL!56
-4AL!56
fc 8
fi 8
fma:
8
σ 0 8 0Bσe σe 8
σe 8
σ 0 8
8
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 9/82
1.< st
t 8 mm
2
-4AL!56 t
-4AL!56
cm 9: rotaia; fF ipe tra 2 irrig
fF1 ipe tra 2 irrig
D8 -4AL!56 cm IP!
*%"#U!/
A scelta -4AL!56
altezza profilo8 *%"#U!/
trave O d
a c -
@213.>9 tcm
>1><. tcm -4AL!56
D α
@213.>9 tcm
b -
*%"#U!/ t
compressione 77.365 t 2
*%"#U!/ t
sforzo $t%
-4AL!56 67 -4AL!56 -4AL!56
rad = -4AL!56 755 -4AL!56 11.@
-4AL!56 872 -4AL!56 -4AL!56
-4AL!56
1G9Bb
nervatura longitudinale )N 7117
b
aGb 8 1.3333333δ = -4AL!56 a
-4AL!56
-4AL!56 IP!
F8PP<8
)<=<tH81/19Bσadm
spessore )N. anima profilo t>
fc 8
f i 8
fma:
8
Ima:
8
"ma:
8
ma:
8
λ scelto ω da λ scelto
tan α = aste a, b
asta g
gradi α = asta d
cos α =
γ ' ∗ 8
γ∗ ma: 8
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 10/82
*%"#U!/
J min = -4AL!56 cm7
1G9Bb
nervatura verticale )N 7117
aGb 8 .333333 b
δ = -4AL!56 a
.13999<
piatto
piatto
2.7?
J min = .>7 cm7
diagonali interne "
"8 -4AL!56 t
trazione
19 mm
mf 8 -4AL!56 tcm
# 8 1.9>3@1@ t
compressione 19 mm
γ∗ scelto 8
γ ' ∗ 8
γ∗ scelto 8
p 8
p AJ p 8
" p
8
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 11/82
2 m
mm 1.9 12.
<.9
d . f 3. m 1.
lamiera
passo 2
. *%"#U!/
.
passo tipo
IP!
27 mm
3
passo tipo
vedi particolare sistemazione via di corsa
-4AL!56
-4AL!56 -4AL!56 mm
11.@9 t
11.@9 t
a
em
c
mm per variare spessorelamiera/ scrivere ladifferenza/ con segno/nella
cella viola.La cella di controllo nerasegnala la validitE o menodella scelta.
via dicentroscorrlogitu
via dicentrscorrlogitu
per variare spessorelamiera/ scrivere ladifferenza/ con segno/nella
cella viola.La cella di controllo nerasegnala la validitE o menodella scelta.
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 12/82
N= divisioni long.
mm 9 9 -4AL!56
a 2 a
mm 19
b b
mm -4AL!56
1. m
t
i
29
3.9
1.>9
<.9
@ reale > 127@<9 cm7
A reale > 1<<<2 cm3
1.3279 tGcm2
$13>BtGp%C2 0gGcm2 α = 1.<<<<<>
.73@7777 tGcm2
-4AL!56 tGcm2
σreale >
σ 0 8
t
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 13/82
abilità lamiera *%"#U!/
per variare spessore, &ella #8?
7302 0gGcm2 " ipe > *%"#U!/ cm2
valore minimo per spessore anima
*%"#U!/ cm
tcm
nima8 *%"#U!/ -4AL!56 cm3 "B ipe > *%"#U!/ ) 7 > -4AL!56
anima8 *%"#U!/ -4AL!56 cm3 "C ipe > *%"#U!/
valori )N per f valori )N per A da f
cm2
mm
g 2 )#5
i
4erifica Ibalzo
mf 8 -4AL!56 tcm resistono i rpofili delpunto i
-4AL!56 cm3 -4AL!56
σ = -4AL!56 tGcm2
&i min
7.1 -4AL!56 *%"#U!/ -4AL!56 IP! *%"#U!/ -4AL!56
7.1 -4AL!56 *%"#U!/ -4AL!56 8 IP! *%"#U!/ -4AL!56
7.1 -4AL!56 *%"#U!/ -4AL!56 IP! *%"#U!/ -4AL!56
area sez.irrig.
78 *%"#U!/ *%"#U!/-4AL!56 cm7
A : 8
A y 8
? tot 8
σw amm
(t/cm2) Ateorica
$cm2% Areale
$cm2%
profilo
cm2
cm2
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 14/82
cm2
area sez.irrig.
*%"#U!/ cm2 *%"#U!/ *%"#U!/
-4AL!56 -4AL!56 mm cm7
2 -4AL!56
8 -4AL!56 t
-4AL!56 cm2
-4AL!56 t
-4AL!56 cm2
*%"#U!/ cm2
*%"#U!/
profilo
A" 8
:
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 15/82
53.17
INPU
85
coeff. servizio 7.?
3.9 peso carrello paranco 3
<.9 ?7.?6 85 +renc' s'uttle +eig't
spinta vento 752
+ind t'rustm 7.1
rad .97>@ l 22 7.3
tan .<1231 8.0
5 8 8.7
7.8?8
sovraccarico 722
peso trave scorrimento carrello $1= tentativo% 352.22
ancoraggio 7 mm s'uttle trac0 beam +eig't $first attempt value%
peso dal calcolo -4AL!56*%"#U!/ +eig't from calculation
calculation +eig't peso di calcolo 652.22
.
f 8 ?2.22
e 8 72.22
ancoraggio 7 mm d 8 .
c 8 78.22
a 8 7.5b 8 ?.52
l 8 88.22
z 8 32
n8 8
g 8 802
i 8 8222
num.ruote carrello 3
' 8 7522
*%"#U!/ t
carico lifted load
σ w amm
σ max amm
σe
τ w amm =
b
corsa fissa atrave, mavoleinalmente.
corsa fissa atrave, ma
voledinalmente.
t
m
t
m
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 16/82
2 m
t *%"#U!/ t
2
trave F
N= divisioni long.
7 7
plate $guard rail%
. m vie di corsa
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 17/82
) > -4AL!56 t
t
-4AL!56
-4AL!56
spinte sulla rotaia superiore
t'rusts on upper rail
rails on girder
$O"I! su cassone
t cm2 mm
)> -4AL!56 -4AL!56 *%"#U!/ carico verticale su 1 ruota
carico o spinta larg'ezza
load or t:rust +idt'
%!$I)I&"
sforzo $t%
*%"#U!/ -4AL!56 -4AL!56 *%"#U!/ *%"#U!/
-4AL!56 -4AL!56 11.@9 -4AL!56 *%"#U!/
-4AL!56 -4AL!56 -4AL!56 -4AL!56 *%"#U!/
λ reale ω da λ reale σ w reale
(t/cm2)
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 18/82
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 19/82
trave O beam O
t
IP! *%"#U!/ *%"#U!/
t 8 IP! *%"#U!/ *%"#U!/
IP! *%"#U!/ *%"#U!/
0gGm2
tGcm2
tGcm2 central beam trave tra i c
tGcm2
tGcm2 aste a/ b IP! *%"#U!/ *%"#U!/
tGcm2 asta g 8 IP! *%"#U!/ *%"#U!/
asta d IP! *%"#U!/ *%"#U!/
0gGmt &
0gGmt
" proKecting beam
must be deve essere E>"F&
0gGmt
0gGmt aste a/ b IP! *** ***
asta g 8 IP! *** ***
m asta d IP! *** ***
m
m
m
m proKecting beamm
m
mm O.,. ---
m 2 m ***mm -4AL!56 mm trave O g
mm beam O( to
-4AL!56 s'uttle +'eels Duantity
mm
trave ) beam F
aste a, b
asta g
asta d
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 20/82
vertical +alls
pareti verticali
'eigt'
alt.ali flanges 717
anima +ebs 19
protection net irr. long. IP! ***
irr. vert. piatto ---
contrasti # ***
tube $guard rail% spezzoni # ***
filari in tubo tubo 1
lam calp. lam.striat ---
rete rete ---
fermo piede lam 19
trave O
rails
vie di corsa 'eigt'
alt.
IP! ***
piatto ---
piatto ---
reinforcing plates on gantrie
rinforzo su cavalletti 9fogli
lam 1332
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 21/82
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 22/82
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 23/82
OUTPUT
N= aste peso 9(g;
*%"#U!/ 2 3 *%"#U!/
*%"#U!/ -4AL!56 1< *%"#U!/
*%"#U!/ -4AL!56 19 *%"#U!/
avalletti 3. m
" 9cm8; lung'.$mm% N= aste peso 9(g;
*%"#U!/ 2 1 *%"#U!/
*%"#U!/ -4AL!56 < *%"#U!/
*%"#U!/ -4AL!56 9 *%"#U!/
sbalzo 1. m
" 9cm8; lung'.$mm% N= aste peso 9(g;
*** 2 ***
*** -4AL!56 9 ***
*** -4AL!56 7 ***
sbalzo . m
beam O +eig't
peso trave O *%"#U!/ (g
lobale -4AL!56 0gGmt
tal
" $cm2% lung'.$mm%
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 24/82
t'ic0. leng't section +eig't
spess. $mm% lung' $m% N= peso 9(g;22 7. @1. 7 7?102
7. 12. 2 3631
*** 9<. --- 2 *%"#U!/
-4AL!56 *** 1.9 --- 12 *%"#U!/
--- --- 12 *%"#U!/
--- --- 12 *%"#U!/
2.<9 7. 7 ?62
3;2 7. 1 *%"#U!/
7. 2 *%"#U!/
3 7. 7.9 2 ??4
beam F +eig't
peso trave ) *%"#U!/ (g
-4AL!56 0gGmt
t'ic0. leng't section +eig't
spess. $mm% lung' $m% N= peso 9(g;
7. --- 2 *%"#U!/
-4AL!56 27 12 *%"#U!/
-4AL!56 7. --- 2 *%"#U!/
rails +eig't
peso v.corsa *%"#U!/ (g
-4AL!56 0gGmt
8;
. <.7 1<.9< 2 7210 0g
beam total +eig't
O"#! $"%! *%"#U!/ (g
"sez
$cm2
"sez
$cm2
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 25/82
-4AL!56 0gGmt
***trave F totale
F beam( total
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 26/82
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 27/82
-pinte trasversali transversal t'rust
Assumiamo come spinta in A e / 1G9 d
aumentata del 9 per tener conto delle
; peso carrello ; carico. Ii ipotizza c'e
anc'e 1G3 del peso delle fiancate.
I 8 *** t
"
12.
22 m
cos .9@2 <
tan 1.<@7 9 diaf
rad 1.3<73@
56.?3
"
m
pdiLs
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 28/82
27
19
lamiere sp. <.
m 12.
-4AL!56
lamiere sp. .
-!G."H "
12
17
12
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 29/82
17
117.<1912
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 30/82
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 31/82
l peso trave orizzontale dal calcolo
apparecc'iature peso di 1 fiancata 1722 (g
partecipi alla spinta in alto
maB.mf >
maB.mf > ***
I 8 ---
.@39@>
.33>1@
.3<
32 76.32 .37999<
<
*2 *%"#U!/
ammi sp.8 <. mm
five +ebs tc'0. lamiere sp. <.
lamiere orizz'orizontal
tBm
mm
r variare spessore lamiera/ scrivere lafferenza/ con segno/nella cella viola. cella di controllo neragnala la validitE o meno della scelta.
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 32/82
27
2
gradi 53.17tan 1.<3>23
rad 1.22
cos .92@3
27
***-4AL!56
verifica passaggio carrelloto be c'ec0ed +it' s'uttle dimensions
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 33/82
lamiera spes
solo parte superi
only upper side bridge
1
1332
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 34/82
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 35/82
***
I 8 ---
7.8 *** lamiere verticali e b
12 vertical plates and bulge
lamiere sp. . mm
mm
ntali lates
1
1>2 "
parete - all
parete %
tBm
coeff. c'e varia cella 43< /utile per stabilitE lamiera $vediFoglio3% M1>. Icrivere( 11/1 1/2 1/3 ecc.La cella di controllo nerasegnala la validitE della scelta
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 36/82
2
1. m
t 8 --- tm
--- t
1 I 8
--- t
--- t
Spinta orizzontal
a% 4erifica torsione/ taglioverifCing torsion and s:ear
sp 8 <.
t 8
I 8
1 sp 8 .
12
se non O.+. variarif non O.,. control cell ,
τ = --- tGcm2 *%"#U!/
per il taglio potizziamo resistenti solo le pareti par
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 37/82
b% 4erifica stabilitE diatrammaverifying internal +eb stability
DIN 0770
τ κ = .<39@ tGcm2
ore . mm
α = .3333 0 8 11.1
ore trave scorrimento
τ κ = .>9>@ tGcm2
τ κ/ τ = --- *%"#U!/
se non O.+. variare cella +
if non O.,. control cell ,3
c% 4erifica stabilitE parete superiore Iverifying e:ternal +all $I% stability
τ
1<
DIN 0770
τ κ = .7>7>21 tGcm2
α = 1.33333 0 8 >.9@
τ κ = .3<31 tGcm2
τ κ/ τ = --- *%"#U!/
se non O.+. variare cella +if non O.,. control cell ,3
0 B σ e σ e 8
0 B σ e σ e 8
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 38/82
DIN 0770
τ κ =
α =
τ κ =
τ κ/ τ =
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 39/82
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 40/82
'orinzontal t'rust Carico verticale vertical loa
a% 4erifica taglioverifCing s:ear
sp 8 <
sp 8 .
--- tm 1
--- tm
12
" 8 -4AL!56 t
ipotizziamo resistenti solo le pareti parallele allo
e cella +?3 se non O.+. va if non O.,. control ce
1.232 tGcm2 τ = -4AL!56 tGcm2 ***
llele allo sforzo
se if H
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 41/82
b% 4erifica stabilitE parete verticaleverifying vertical +all $4% stability
τ
1.39
3
1<DIN 0770
τ κ = .12193 tGcm2
α = 1.< 0 8 <.@29
τ κ = .391 tGcm2
12 τ κ/ τ = -4AL!56 ***
se non O.+. vaif non O.,. control ce
1.39
3
Spinta orizzontale + carico verticale'orinzontal t'rust ; vertical load
se if
0 B σ e σ e 8
se if
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 42/82
4erifica stabilitE parete verticale 4verifying vertical +all $4% stability
τ
1
1<
.12193 tGcm2
1.< 0 8 <.@29
.39 tGcm2
--- *** 1.39
se non O.+. variare cella +?3if non O.,. control cell ,3
0 B σ e σ e 8
se if
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 43/82
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 44/82
d
sforzo
iare cella +?3ll ,3
1.232 tGcm2se if H
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 45/82
1
1.39
iare cella +?3ll ,3
se if
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 46/82
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 47/82
.93<1<
1.22
53.17
s
D i
1179 1.1
11 mm
i9>3
gradi 31.3@ 22. m
.97>@
.93<1<
*%"#U!/ t 1722>.< 2799.>2
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 48/82
*** *%"#U!/ t
)f value 8 traction on beam for +eig't comp
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 49/82
Ie valore 8 prevale la trazione dovuta a
orizz. del peso sulla spinta di frenatura
*%"#U!/
trazione -4AL!56 t ***
compresione -4AL!56 t
lamiere esterne
s'ell plates 23.
sez *
.
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 50/82
sez P*P
sez Q*Q
diaframinterm. +eb
for assembl
Per moti
*%"#U!/ t saldare i
riempend
sez Q*Q +eb upper
stabilitE pannelli +alls stability
s'are A DIN 0770
sp 8 1.H -4AL!56 H
1.9
2.@>7 m
α = 9.<<3>2 0 8 7
<@.997 2.>937
--- ***
se non O.+. aumentar
oppure m
pannello "
σ 0 8 κ σ e
σ e8 σ 0 8
σ κ/σ
c =
if not O.+. increase value Foglio2
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 51/82
or control value cell &93
or bot' solutions
s'are A DIN 0770sp 8 1.
*%"#U!/ H
1.2
2.@>7 m
α = 7.@9>7@9 0 8 7
92>.7<> 2.1@>
--- ***
se non O.+. modifica
or control value cell &93
or bot' solutions
diaframmi +ebs sp. 8 <.
tGcm2 ---
12
DIN 0770
τ κ = .<2< tGcm2
pannello
σ 0 8 κ σ e
σ e8 σ 0 8
σ κ/σ
c =
if not O.+. increase value Foglio2
0 B σ e σ e 8
aglio
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 52/82
α = 1.1733@ 0 8 .3@@<23
τ κ = .9213 tGcm2
τ κ/ τ = --- ***
se non O.+. variare cellif non O.,. control cell ,3
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 53/82
1. m
D i
11.>9 m 13. m
19
3<<.<<<>
3>
1.29 m
Diametro e fascia ruota *** mm
+'eel diameter and t'roat
*** *** t
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 54/82
"o control plate t'ic0ness +rite difference +it'
; or * into cell &93. lac0 cell informs you
on c'oice validity.
***
"o control plate t'ic0ness +rite diffe y
:
sp 8
y t'ic0n.
11 mm :
-4AL!56 mm 99
y 8 -4AL!56 cm7
A 8 -4AL!56 cm2
ry 8 -4AL!56 cm
λ = -4AL!56
ω = -4AL!56
diaframmi sp 8 .< transv. +ebs tc'0.
nent is 'ig'er t'en brea0ing tr'ust
per variare spessore lamierascrivere la differenza con segno. Lacella nera di controllo segnala lavaliditE della scelta.
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 55/82
lla componente
%erifica trave i
t
39
-4AL!56
-4AL!56 tGcm2 ***
stabilitE pannello DIN 0770α = 2.> 0 8
-4AL!56-4AL!56
sez A*A
%erifica trave D i
sez A*A
1. sez A*A
m 2.@>7 m
19
2.@>7
-4AL!56 tGcm2
sez *
σ c 8
σ
0 8
σ κ/σ
c =
σ 8
"
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 56/82
-4AL!56 ω = -4AL!56
-4AL!56 tGcm2
i interm Duantity
s 4
ly reasons
i di assemblaggio
diaframmi sul lato superiore
o i fori
side +elded by 'oles
flange
δ = -4AL!56 Φ = 1
-4AL!56
γ = -4AL!56
-4AL!56 tGcm2 γ∋ = -4AL!56
γ∗ = -4AL!56
B 8 --- cm7
valore minimo per lJirrigidenteminim. value for t'e stiffener
tGcm2
1.39 ***
e valore Foglio 2 cella 439
odificare valore cella & 93
o tutte 2
λ min =
σ 8
se non O.+. 45) N
se if if non O.+.&5A 5LLO
cell 439
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 57/82
δ = -4AL!56 Φ = 1
-4AL!56tGcm2 γ = -4AL!56
-4AL!56 -4AL!56 *%"#U!/ γ∋ = -4AL!56
γ∗ = -4AL!56
B 8 --- cm7
valore minimo per lJirrigidenteminim. value for t'e stiffener
IP! *%"#U!/
tGcm2
1.39 ***
e valore cella & 93
gradi 2.22
19
19
*%"#U!/ t
s'ear
se non O.+. 45) N
se if if non O.+.&5A 5LLO
cell 439
aglio 8
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 58/82
1.39
"0?
se if
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 59/82
mm 12
99
99
mm -4AL!56
.@222@@129
.11312
gradi 72.38
4 diaframmi interm
>.7>@1 intermed. transv. +eb
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 60/82
1. : 8 173<79 cm7
A 8 79 cm2
?y 8 1>3@7 cm3
-4AL!56
1. 1<1
1. 12
1.
8 -ezione intermedia
middle section
1. 8?.461 m
19
1>2
y
. .
.
.
1>2
9>3 9>3 i 1.29 m
22. m
11 179
1779
mm 7 diaframmi sp 8 12.
7 transv. +ebs tc'0.
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 61/82
11
*** t
-4AL!56 tGcm2
1.73<7
7. σ κ = 2.027404 tGcm2
*%"#U!/
-4AL!56 t
mf 8 *%"#U!/ tm
sez * mf 8 -4AL!56 tm
sez P*P mf 8 tm
-4AL!56 t
sez P*P
σ tr 8
κ σ
eσ
e8
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 62/82
-4AL!56 tGcm2
---
-4AL!56 ipe -4AL!56
>.<7
-4AL!56
IP! *%"#U!/ A 8 -4AL!56 cm2
A 8 -4AL!56 cm2 IP! *** < -4AL!56
-4AL!56 cm7 -4AL!56
---
O.,.
***
σ 8
@ $cm7% 8
"A M)ALLA A LA"O
? NO"5 AI)5 L5F"
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 63/82
O.,.
***
"A M)ALLA A LA"O
? NO"5 AI)5 L5F"
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 64/82
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 65/82
2 32
OUTPUT
8 travi sbeam
m2 (g
plate lamiera . 21 132
lamiera <. < 21 beam "s +i
?827.47 (g larg'ezza t
***8 trave i
***
m2 (g
lamiera 12. -4AL!56 --- C ***
lamiera . -4AL!56 ---
*** (g
0 trave D i plate A sta
stabilitE pa
m2 (g ***lamiera . -4AL!56 --- plate st
lamiera 1. 97 711 ***
A $cm2% m stabilitE pa
s'apes profili -4AL!56 3.>39< *** IP! *** ***
*** (g stabilitE dia
+eb stabilit
carpenteria acciaio
8 )iancate O"#! *** (g
2 gantries steel structure
carpenteria ; meccanica
estimated sitmato --- (gcarrpentry and mec'anical items
edi sp > <. mm
tc'0. 2
*%"#U!/
vedi Foglio 2 e 3 as for Foglio 2 and 3
sp tc'0n $mm%
vedi Foglio 3 as for Foglio 3 tensione
sp tc'0n $mm% stabilitE st
vedi Foglio 3 as for Foglio 3
sp tc'0n $mm%
per variare spessore lamiera scrivere ladifferenza con segno. La cella nera di
controllo segnala la validitE della scelta."o control plate t'ic0ness +rite difference
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 66/82
: 8 -4AL!56 cm7
A 8 -4AL!56 cm2
?: 8 -4AL!56 cm3
y 8 -4AL!56 cm7
A 8 -4AL!56 cm2
?y 8 -4AL!56 cm3
-4AL!56
A 8 -4AL!56 cm2
:
-4AL!56
3> mm 3> sp 8 12. mmt'ic0n.
*%"#U!/ mm
319
mm
ruota φ =
+it' ; or * into cell A73. lac0 cell informsyou on c'oice validity.
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 67/82
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 68/82
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 69/82
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 70/82
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 71/82
dt'
rave
se non O.+. clic( su cella "I.... , e leggere cella prov
In prossimità della cella di provenienza ci sono le istru
per la correzione.
ility )f non O.,. clic0 on cell A)..... and read cell of origin.
nnello A y cell of origin yuo can find control instructions
bility
nnello
framma
y
tress
bility
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 72/82
stabilitE in frenata brea0ing stability
brea0ing t'rusts on 1 gantry 8 1G9 +eig't
azioni di frenatura su 1 fiancata 8 1G9 peso
t -4AL!56
1.< t9. t
12.29 m
-4AL!56 t 1. m
1.9 m
m 7.333
22. m
*** t
carico su 1 ruota --- t --- t
dead load on 1 +'eel ***
stabilitE vento +ind stability
t'rusts on 1 gantry
azioni su 1 fiancata
spinta vento 752 0gGm2
+ind t'rust
O.+. se E
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 73/82
I 8 1. t
12.29 m
I1 8 @ t
m <.129
22. m
3.02 t
carico min. su 1 ruota --- t .7 t
minim.dead load on 1 +'eel ***
stabilitE sisma 'eart'Dua0e stability
stabile per coeff sismico >2,8 9vedi stabilità frenatura;
con coeff. sicurezza> ***
safe up to sismic factor 8 /2 $ see brea0ing stability%
+it' a security factor 8
O.+. se E
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 74/82
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 75/82
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 76/82
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 77/82
nienza.
zioni
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 78/82
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 79/82
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 80/82
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 81/82
8/18/2019 Calculos Estructural Gruas Patio ITALIA
http://slidepdf.com/reader/full/calculos-estructural-gruas-patio-italia 82/82