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7 M KABLO GEÇİŞ DİREĞİ
Tasarlayan :Selçuk KARA
İZMİR 2!"
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Autodesk Robot Structural Analysis Professional 2016 Author: File: Structure_3D.rtd Address: Project: Structure_3
Structure View
Data - Bars
Bar Node 1 Node 2 Section Material Length (m)Gamma
(Deg)Tye
1 1 3 !AP"R Steel 6#00 0#0 $olu%n tan&%&
2 ' 12 $A" (0)( Steel 1#00 0#0 *ea%
3 ' 13 $A" (0)( Steel 1#00 0#0 *ea%
! 1 3 !AP"R Steel 6#00 0#0 $olu%n tan&%&
ate : 0'+0'+16 Pa,e : "
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Autodesk Robot Structural Analysis Professional 2016 Author: File: Structure_3D.rtd Address: Project: Structure_3
Data - Sections
Section nameBar
li#t
$% (cm2) $& (cm2) $' (cm2) % (cm!) & (cm!) ' (cm!)
T$*+ 1 ' 1-#0. 13#(( 13#(( 1'3.#10 .-/#2. .-/#2.
,$* -/- 2 3 '#-0 2#(0 2#(0 0#'0 10#/6 10#/6
Data - Supports
Suort name Li#t o0 node# Li#t o0 edge# Li#t o0 oect# Suort condition#
i/ed 1 R R R
Loads - Cases Yapı hesabı yapılırken Elektirik Kuvvetli kı! "esisleri Y#net!eli$i kullanıl!ı%tır&Kablo'apı ( c! olarak alınıp yapı b#l)esi olarak * inci b#l)e se'il!i%tir&Direk bu+ y,klerinihesaplarken ( c! bu+ y,k, varsayıl!ı%tır&
,a#e Lael ,a#e name Nature $naly#i# tye
1 41 A!A "4"5A4ARA 7"4" 100k, $ate,ory A Static 8 4inear
2 42 9R" ;4 Structural Static 8 4inear
3
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Autodesk Robot Structural Analysis Professional 2016 Author: File: Structure_3D.rtd Address: Project: Structure_3
Loads - Values
,a#e Load tye Li#t Load 6alue#
1 self8=ei,ht 1to3 P e,ati?e Factor@1#00
1 nodal force F@0#00k7B F@0#0k7B $@0#0k7%B
1 bar force 2 3 F@8100#00k7B @0#(0 relati?e
2 self8=ei,ht 1to3 P e,ati?e Factor@1#00
3 nodal force 12 13 F@12(#00k7B
! nodal force 12 13 F@8'00#00k7B
4 unifor% load 1 P@831/#00k7+%B
5 nodal force 12 13 F@826.#00k7B
2- unifor% load 1 P@21#6'k7+%B P@0#02k7+%B local
anual Co!binations
,omination# Name $naly#i# tye,omi7
nation tye,a#e nature
- (,) $;5*1 4inear $o%bination 4S Structural
,omination# De0inition
- (,) 1>2>3>'>.>6>2(BC1D00
.eactions /LS0 )lobal e1tre!es
% (8G) & (8G) ' (8G) M% (8Gm) M& (8Gm) M' (8Gm)
M$% 0#21 80#00 '(0/#/3 2212#(0 0#6' 0#00
Node 1 1 1 1 1 1
,a#e 4S+3 2 4S+1 4S+( 4S+3 4S+3
MN 0#0 83./#-6 80#00 80#00 0#0 0#0
Node 1 1 1 1 1 1
,a#e 1 ( $B 3 4S+1 1 1
ate : 0'+0'+16 Pa,e : "
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Autodesk Robot Structural Analysis Professional 2016 Author: File: Structure_3D.rtd Address: Project: Structure_3
Displace!ents SLS0 )lobal e1tre!es
9% (cm) 9& (cm) 9' (cm) +% (+ad) +& (+ad) +' (+ad)
M$% 0#0 10#' 2#6 0#1'2 0#0 0#0
Node 1 3 12 12 1 1
,a#e 1 3 3 S4S+1 1 1
MN 80#0 80#0 812#1 80#16- 80#000 80#000
Node 3 3 13 13 3 13
,a#e S4S+3 S4S+1 S4S+2 S4S+2 S4S+3 S4S+3
e!ber 2orces /LS0 envelope
Bar % (8G) & (8G) ' (8G)
1 : M$% '(0/#/3 0#00 0#00
Node 1 3 3
,a#e 4S+1 4S+( 4S+3
1 : MN 80#00 83./#-6 80#21
Node 1 1 1
,a#e 3 ( $B 4S+3
2 : M$% 1-.#(0 0#0 /0(#('
Node 12 ' '
,a#e 4S+( 1 4S+1
2 : MN 80#00 80#00 80#00
Node ' 12 '
,a#e 4S+3 4S+3 3
3 : M$% 0#0 0#00 /0(#('
Node ' ' '
,a#e 2( 4S+3 4S+1
3 : MN 81-.#(0 0#0 80#00Node ' ' '
,a#e 4S+2 1 3
! : M$% '(0/#/3 0#00 0#00
Node 1 3 3
,a#e 4S+1 4S+( 4S+3
! : MN 80#00 83./#-6 80#21
Node 1 1 1
,a#e 3 ( $B 4S+3
ate : 0'+0'+16 Pa,e : "
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Autodesk Robot Structural Analysis Professional 2016 Author: File: Structure_3D.rtd Address: Project: Structure_3
Bar M% (8Gm) M& (8Gm) M' (8Gm)
1 : M$% 0#00 0#6' 0#00
Node 1 1 3
,a#e 4S+3 4S+3 4S+6
1 : MN 80#00 80#00 82212#(0
Node 3 3 1
,a#e 4S+3 4S+3 4S+(
2 : M$% 0#0 0#00 0#00
Node ' ' 12
,a#e 1 3 4S+3
2 : MN 0#0 8/03#00 80#00
Node ' ' '
,a#e 1 4S+1 4S+3
3 : M$% 0#0 0#00 0#00
Node ' ' '
,a#e 1 3 4S+3
3 : MN 80#00 8/03#00 80#00
Node ' ' 13
,a#e 4S+3 4S+1 4S+3
! : M$% 0#00 0#6' 0#00
Node 1 1 3
,a#e 4S+3 4S+3 4S+6
! : MN 80#00 80#00 82212#(0
Node 3 3 1
,a#e 4S+3 4S+3 4S+(
e!bers - De3nition
Memer Name ,omonent#,ode
grouSection Tye Ly (m) L; (m)
1 $olu%n_1 1 +AB !AP"R$olu%n tan&8
%&6#00 6#00
2 *ea%_2 2 +AB $A" (0)( *ea% 1#00 1#00
3 *ea%_3 3 +AB $A" (0)( *ea% 1#00 1#00
! $olu%n_1 1 +AB !AP"R$olu%n tan&8
%&6#00 6#00
e!bers - De3nition
ate : 0'+0'+16 Pa,e : "
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Autodesk Robot Structural Analysis Professional 2016 Author: File: Structure_3D.rtd Address: Project: Structure_3
Memer Name ,omonent#,ode
grouSection Tye Ly (m) L; (m)
1 $olu%n_1 1 +AB !AP"R$olu%n tan&8
%&6#00 6#00
2 *ea%_2 2 +AB $A" (0)( *ea% 1#00 1#00
3 *ea%_3 3 +AB $A" (0)( *ea% 1#00 1#00
! $olu%n_1 1 +AB !AP"R$olu%n tan&8
%&6#00 6#00
Code )roups - De3nition
,ode grou Name ,omonent#
Steel e!ber Veri3cationSTEEL DESIGN
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,
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Autodesk Robot Structural Analysis Professional 2016 Author: File: Structure_3D.rtd Address: Project: Structure_3
L$T*+$L B9,>LNG $+$M*T*+S=
----------------------------------------------------------------------------------------------------------------------------------------
B9,>LNG $+$M*T*+S=
About y a)is: About E a)is:L = *! m Lam_ = 1!5( L2 = *! m Lam_2 = 1!5(
Lcr8 = 1'! m = !'4 Lcr82 = 1'! m 2 = !'4
Lam = 131!") :2 = !"* Lam2 = 131!") :22 = !3*
!orsional bucklin,: Fle)ural8torsional bucklin,Cur>e8T=a alfa8T=!'1 Cur>e8T?=a alfa8T?=!'1
Lt=1'! m fi8T=!45 Ncr8=11"34!1 :G fi8T?=!45
Ncr8T=1("45*'1!4 :G 8T=1! Ncr8T?=1("45*'1!4 :G 8T?=1!
Lam_T=1!5( Nb8T8;9=4(((!11 :G Lam_T?=!* Nb8T?8;9=4(((!11 :G
----------------------------------------------------------------------------------------------------------------------------------------
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Autodesk Robot Structural Analysis Professional 2016 Author: File: Structure_3D.rtd Address: Project: Structure_3
tf=!( cm 67l=11*!44 cm( 67l2=11*!44 cm(
----------------------------------------------------------------------------------------------------------------------------------------
NT*+N$L e8T=a alfa8T=!'1 Cur>e8T?=a alfa8T?=!'1
Lt=1'! m fi8T=!45 Ncr8=11"34!1 :G fi8T?=!45
Ncr8T=1("45*'1!4 :G 8T=1! Ncr8T?=1("45*'1!4 :G 8T?=1!
Lam_T=1!5( Nb8T8;9=4(((!11 :G Lam_T?=!* Nb8T?8;9=4(((!11 :G
----------------------------------------------------------------------------------------------------------------------------------------
?*+,$T
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Autodesk Robot Structural Analysis Professional 2016 Author: File: Structure_3D.rtd Address: Project: Structure_3
Steel % S'(" + f = '("! M.a
----------------------------------------------------------------------------------------------------------------------------------------
S*,Te8T=a alfa8T=!'1 Cur>e8T?=a alfa8T?=!'1
Lt=1'! m fi8T=!45 Ncr8=11"34!1 :G fi8T?=!45 Ncr8T=1("45*'1!4 :G 8T=1! Ncr8T?=1("45*'1!4 :G 8T?=1!
Lam_T=1!5( Nb8T8;9=4(((!11 :G Lam_T?=!* Nb8T?8;9=4(((!11 :G
----------------------------------------------------------------------------------------------------------------------------------------
?*+,$T
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Autodesk Robot Structural Analysis Professional 2016 Author: File: Structure_3D.rtd Address: Project: Structure_3
BE"56 DEV.7LE K56".5L8D7.EK "B6 K/VVE"7
"EEL DE.76L797 : ; ! 2Y: ;(< k) 2=: >
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Autodesk Robot Structural Analysis Professional 2016 Author: File: Structure_3D.rtd Address: Project: Structure_3
devir!e: *;>tutucu: ; )en (Jc! dı%'aplı !! et kalınlıklı kırı!lı direkten te%kil edil!i%tir& Yapının 'elik di+aynı yukardaki )ibidir&
ate : 0'+0'+16 Pa,e : "