Robot Lesson

8/12/2019 Robot Lesson

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5.00m

5.00m

5.00m

B=30cm

H=50cm

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sMNg;sIuvil

I. Structural Analysis

1.1D Design

karEbgEckbnÞúkrbs;bøg;estams ameRb!"# $%eRk eT&elI' (m

Material Properies:

-er sIus*g;ebtugsg+t;en&,-.TI 28= 25MPa

-er suIs*g;E$k- aMg/Me0&= 400MPa

-er suIs*g;E$krelag = 235MPa

mu1kat;eR23gbg4úM5mu1kat;' (m 30cm x 50cm

5kar 6 nig )ay/r 5cm

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5)ay/rb6k 2cm

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bnÞúkman/Me0IelIbøg;esnig' (m5bnÞúk<Þal;1ø=nrbs;' (m5bnÞúk/e-ren&elIbøg;es %%= $&5 k'(m 2

5>0a?aMg@$A$0 en&elI' (m )all $0 =$&8 k'(m 2

bøg;es = 0&$m x 25 k'(m 3 =2&5 k'(m 2

)ay/rnigkar 67 = *0&05m + 0&02m, x 20 k'(m 3= $&4 k'(m 2 otal .% = 3&/ k'(m 2

bnÞúkman/Me0IelI' (mk úg $m7 5bnÞúkRtIekaNsMrab;' (mRbEvg 4m

.% =3&/k'(m 2 x 2m x 2 = $5& k'(m%% =$&5k'(m2 x 2m x 2 = k'(m

5bnÞúkRtIekaNsMrab;' (mRbEvg 5m.% =3&/k'(m 2 x 2&5m x 2 = $/&5 k'(m

%% =$&5k'(m2 x 2&5m x 2 = 1&5 k'(m

5bnÞúkctuekaN0 aysMrab;' (mRbEvg m.% =3&/k'(m 2 x 2&5m x 2 = $/&5 k'(m

%% =$&5k'(m2 x 2&5m x 2 = 1&5 k'(m

5bnÞúkrayesBIr rbs;>0a?aMg $0 )all = $&8k'(m 2 x 3& m = &48 k'(m

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Pro essio"al 20$0 eDIyeyIgcucyk co"

rame 2. .esi "$&karkMNt; Material nig Code sMrab;KNna³

eyIgcucelI ools 6o Pre e re"ces

eyIgcucelI U"its a"d ormats eDIyeR>IserIsyk Metric

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sMNg;sIuvilcucelI Materials

Rtg; Materials erIsyk urocode Basic set Rtg; !teel erIsyk!235 Rtg; 9o"crete erIsyk 925(30

ebIsin>aeyIgcg;Ek cucelI Modi icatio" c6leT&Ek9o"crete nig !teel bnÞab;mkeTotcuc .ata ases !teel a"d timer !ectio"s Addi" o "e data ase to t;e list !ectio" data ase





sMNg;sIuvil!impl <k

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!elect !impl eDIycucs0aGaR08He IgelI

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sMNg;sIuvil cucelI Rei" orci" Bar Add "e data ase to t;e list B A% // Add

cucelI B A% // !et as t;e curre"t data ase

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sMNg;sIuvilcucelI .esi " codes More codes

Rtg; 9odes yk R9

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sMNg;sIuvilerIsyk B! 8$$0 U cuc b0

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en&e0lkMNt; 9ode r8cral;eDIy eyIgcucelI !a>e

cuure"t parameters as de ault r8ccuc < >akareRscbnÞab;mkeTotcucelI Bars eDIyRtg;Bar t#pe: eyIgerIsyk R9 eam

Rtg; !ectio": cucelIe$ImOIbeg+Itmu1kat;' (mr% ssrB=30 >aTT(grbs;' (m nig ?=50 >akM0s;eDIyeyIgcuc Add

r8ccuc 9lose

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cab;e<*Im26s0I 'ode TI: eT& 'ode TI RbEvg4m e$ayeyIg .ime"sio" en&1ageRkam

/nuvt*nQ$6c2 arD6t$l; 'ode TI#

bnÞab;mkeTot cucelI !upports

e$ImOI$ak;TMre/ay !tructures cucelIPi""ed

eDIyykeT&cuce/aycM 'ode $ to 5

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mü ageToteyIg/accucen&Rtg; 9urre"t selectio"

cucen&E< kE$lman0N sr eDIyeT&!elect !tructure

e0lcMn8n 'ode vaecHen&k úgena! cuc Appl# r8c

9lose >akareRsc

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ick eDIy Appl# cucok

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sMNg;sIuvil en!>a %oad #pes

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$&en&Rtg; 'ature erIsyk dead eDIy$ak; 'ame

-a !) va>abnÞúk<Þal;1ø=n 'e

2&en&Rtg; 'ature erIsyk dead eDIy$ak; 'ame -a.% eR0a!>abnÞúke-r 'e

3&en&Rtg; 'ature erIsyk li>e eDIy$ak; 'ame -a%%eR0a!>abnÞúk/e-r 'e

4&en&Rtg; 'ature erIsyk dead eDIy$ak; 'ame -a)all $0 eR0a!>abnÞúk>0a?aMg@$V 'e

RbsinebIeyIgcg;EkcucelI Modi #

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bEn*eR23gbg4úMrbs;eyIgmanEt2

Rbe9T$6c>abnÞúk RtIekaN nig ctuekaN0 ay rebob$ak;2%min$ak;en&elI !)

ena!eTeR0a!gayRs8yk úgkarEck kP$6c>asMrab;e<Þog<Þat; cucelI %oad .e i"itio" eDIy 'ature

b* reT& 2:.% eDIyeyIg0initüemIl 9ase 'o:

2:.% $6ceT&n(g 'ature 1agelIrbs;eyIg Bar rape oi

dal load en&Rtg; #pe rape oidal load *3p,.irectio" o load actio" 9oord& s#stem

P2=-$5& s0Ga/vi>?maneR0a! <Þúynig Tise$& C





sMNg;sIuvil

D$=0&00eR0a!en&2l;TMrminmanbnÞúk E D2=2

eR0a!en&cMkN*al' (m E D3=4

eR0a!en&1agcug' (m Add

ykeT&cucelI' (mRbEvg 4m e/aycMr)aTI:bnÞab;mkeTotcucb* r #pe = rape oidal load *4p, en&Rtg; .irectio" o load actio" 9oord& s#stem

P2=-$/&5 s0Ga/vi>?maneR0a! <Þúynig Tise$& C

D$= 0&00E D2= 2&50E D3= 3&5E D4= &00eDIycucAdd

ykeT&cucen&elIr)aTI nig TIC cMe0a!r)aTI" viHRbDak;RbEDlnigTI : E$r 1usEtTMgn; nigRbEvgb ueNWa! /nuvt*nQ$6c1ageRkam





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rebobe'XI$6ceT&nig bnÞúke-r *.ead %oad, E$r /XIE$l1usena!2%bnÞúk *%oad,

cMe0a!rebobe'XI$6c2 a





sMNg;sIuvilen!2%>abnÞúke-r *dead %oad,

en!2%>abnÞúk/e-r *%i>e %oad,

en!>arebob$ak;bnÞúk>0a?aMg *)all %oad,

kMue9øcb* r 'ature en&1agelIeT& )all $0 e0leyIgb* r eyIgeYIH9ase 'o: 4: )all $0 cucelI Bar U"i orm load

bnÞúk$ak;tamTise$& C = - &48 k'(m Add ykeT&cucelIr)aTI $to 4

9lose





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sMNg;sIuvilcucelI %oads Ma"ual 9om i"atio"s e$ImOIkMNt;

em2uNsuvt*i9a0 tam U%! =Ultimate %imit !tate

!%! =!er>ice %imit !tate





sMNg;sIuvilen&Rtg; 9om i"atio" "ame: U%!E 9om i"atio" t#pe: U%!

cucs0aGaen!ruHeT&1ags*aM<

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r8ccucelI actor de i"itio" cucAppl# 'e e$ImOIbeg+It!%!

9om i"atio" "um er: >ael1erog 'ature

9om i"atio" "ame: !%! >aeZBa!rbs; 'ature

9om i"atio" t#pe: !%! >aRbe9T 'ature : !er>ice limit state

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cuc <

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minmanem2uNsuvt*i9a0eT cucelI U%!

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cucelI co"s

e$ImOI2NnaeR23gbg4úMrbs;eyIgen&e0l2Nnacb;e$ayminmanecHMessa e error eTIbeyIg/ac emIllTA<l)an cucelI Results

.ia rams or Bars en&Rtg; ' M

sMrab;emIl m6 m g; kMlaMgkat;TT(gkMlaMgtamTis D @ v eyIgemIl m 6m g;

ick o" M# Mome"t $6cen&k úgr6b cuc Parameters

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en!>a .ia rams Mome"t

sMrab;ykmk2Nnarks,sE$kbeN*ay *Mai"

Rei" orceme"t,

eyIgemIlen&k úg ' M

$6cmun ick o" orce

sMrab;emIlkMlaMgkat;TT(g en&Rtg;el1$00&002%>a

maRt$Van .ia ram

RbsinebI .ia ram ecH'Mr(t6ce0keyIgelI 'ormali e Appl#

Parameters

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en!>a .ia rams !;ear orce

sMrab;ykmk2Nnarks,skg * ra"s>ersal Rei" orceme"t,





sMNg;sIuvile$ImOIemIl9a0$ab Results .ia rams or ar

ick o" .e ormatio" a"d xact de ormatio" or ars

$6ck úgr6bAppl#

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e$ImOIemIlkMlaMgRbtikmB Results .ia ramsor ars Reactio"s ick o" C .escriptio"s

Appl# 9lose

Deformation Diagram

Reaction FZ force

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sMNg;sIuvil I. Structural Analysis

2. Frame 2D Design

rame 2. .esi " 2%eyIgR2an;Etcg;eRbobe'obm 6m g; kMlaMgkat;TT(g nigkMD6cRTg;RTayrbs;eR23gbg4úM en&k úg rame 2. .esi " 2%yk Material a"d %oad

$6ceT&nig $. .esi " E$r R2an;EtbEn[m mu1kat;ssr nig kM0s;Etb ueNWa!

Material Properies:

-er sIus*g;ebtugsg+t;en&,-.TI 28= 25MPa

-er suIs*g;E$k- aMg/Me0&= 400MPa

-er suIs*g;E$krelag = 235MPa

mu1kat;eR23gbg4úM * rame !ectio",

5mu1kat;' (m 30cm x 50cm

5mu1kat;ssr 30cm x 30cm B=30cm

5kM0s;ssr 0I>an;<Þal;$I$l;>an;TI $ =4&2m?=30cm

5kM0s;ssr 0I>an;TI$$l;>an;TI 4=3& m

bnÞúk *%oad,

5bnÞúk<Þal;1ø=neyIgmincaM)ac;$ak;eTeR0a!e/aykmBvi'I>a/ kkMNt; *sel ei t;,

5bnÞúke-r *.ead %oad, sMrab;' (m 4m=$ &5k'(m

5bnÞúke-r *.ead %oad, sMrab;' (m 5m nig m=$/&5k'(m

5bnÞúk/e-r *%i>e %oad, sMrab;' (m 4m = k'(m

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B=30cm

H=50cm




sMNg;sIuvil5bnÞúk/e-r *%i>e %oad, sMrab;' (m 5m nig m

=1&5k'(m

5bnÞúkrayesBIr rbs;>0a?aMg$0

= &48k'(m

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4.20m

3.60m

3.60m

3.60m

3.60m

4.00m 6.00m 6.00m 5.00m

Section PlanScale 1/100

18.60m

20.00m

B30x50

C30x30




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eyIgcucelI ools 6o Pre e re"ces

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7es





sMNg;sIuvil

beRgone$ay7 '8k su9a0 CFAutodesk Ro ot !tructural A"al#sis 20$0




sMNg;sIuvilcucelI Materials

Rtg; Materials erIsyk urocode Basic set Rtg; !teel erIsyk!235 Rtg; 9o"crete erIsyk 925(30

ebIsin>aeyIgcg;Ek cucelI Modi icatio" c6leT&Ek9o"crete nig !teel bnÞab;mkeTotcuc .ata ases !teel a"d timer !ectio"s Addi" o "e data ase to t;e list !ectio" data ase

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sMNg;sIuvil!impl <k

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!elect !impl eDIycucs0aGaR08He IgelI

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sMNg;sIuvil cucelI Rei" orci" Bar Add "e data ase to t;e list B A% // Add

cucelI B A% // !et as t;e curre"t data ase

beRgone$ay7 '8k su9a0 ":Autodesk Ro ot !tructural A"al#sis 20$0




sMNg;sIuvilcucelI .esi " codes More codes

Rtg; 9odes yk R9





sMNg;sIuvilerIsyk B! 8$$0 U cuc b0

? aneT&1ags*aM r8ccuc!et as curre"t

/nuvt*$6ck úgr6b1ageRkam

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sMNg;sIuvil

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sMNg;sIuvil


Robot Lesson

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