7 m taşıyıcı direk

8/17/2019 7 m Taşıyıcı Direk

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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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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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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

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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

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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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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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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

----------------------------------------------------------------------------------------------------------------------------------------

?*+,$T


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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!


----------------------------------------------------------------------------------------------------------------------------------------

?*+,$T


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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!


----------------------------------------------------------------------------------------------------------------------------------------

?*+,$T


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BE"56 DEV.7LE K56".5L8D7.EK "B6 K/VVE"7

"EEL DE.76L797 : ; ! 2Y: ;(< k) 2=: >


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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 : "

7 m taşıyıcı direk

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