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positive
Trapezoidal corrr:gatrd profile type: TR 150
Values nf crossection and rr*ilance *cmrdinn DIN 18807 antithe "Anpassungsrichtlinie Stahlbau-'
llasitiCIn':p0sitiYpfuleas*rernenls
in [mrnJ - 11!.i -.- 1$1 - Si
| ,.r$--\ ,'7'-"i \ Hi ,/ ' -r,..
n 1 \ '-1, \ {/- \", i \ /
\ ,/;, \0,,
Ir! ,*n \1" '\r,/'';l '-,'
, $4U
Yield slrength ot steel core fy,k 0 320 N/mnrrValues of cross-section
limit ofspan widths 3l
thicknessof plate
tx
lmml
rJeat load
slkN/rn2l
bendine ' normal force stress
Iel
Icnro/rnl
["ot
not rsduced 0r0ss-section c0nlribillivr' crc$s.$ectron Lo' [mJ4,,
lcmu/ml
io
lcm]
z0
lcnl
Aor
fcm'/ml
lof
Icnr]
?et
lcrn.}
singleiield beam
muJtrplefreld bea*r
0,750,8t]1,001,251.50
0,1070,1 260,1 430,1 790.215
377446510a4l775
3r I446qln642775
| 4,C
14,8to,v1'l .7
25.7
5,495,495,495,4S5.49
aol8,918,918,918.91
5,267,139,0413,618,4
6,2S
$,216,085,9S
8,468,488,518,688,82
7 7t\
10.011.414,417,4
0,0sI z,x14,318,0?1 7
values of shear field
tr"r
Imml
lllllll*s '
lmi
zulTlf kN1m1
i:ulT2
lkN/m
IulTsec"/750lkNim]
'r {3
f\3
t-l
zut F, tt
L,: 5)
fmt
Gs= 104/(K j +K2lL!) standartlength a
K1
lm/kN1
K2
lm?/kNl) 130 mnr
lkNj* ?80 mnr
[kN]Execution according DIN 18807 part 3, figure 6
n7€
O,BB
1,00
1.50
4,71,1A1
1 49,
1An
I. JJ3,294,36
2,063,14,1,38
7,81
12 "5
S'"1(t
4,7
3,3
0,3080.2604.2280,1 81
0,150
54,9'lA n/1X
4A tr,
qnq
0,870,730,78u,o /
0,96
s,0010,6t z,t1li ?1A 6
12,414,2
to,l24,524.7
fxeculio0,750,881,00411
1.50
accordinn Olf'l 18 07 part 3, re7a tl
z{,J
?fi
? 71
4,785.84o,zo1 1,0
1 qc)
3,034,237,544n 4| /",l
q.)
),1.5,35,$61
0,3080,2600,2280,1810,1 50
33,0n4 7Lttl16 r,
x ftl
5.44
1,04
1,041,441,04
0nn1n A
t),J
12,04A'>t5,4
1A),n6nA 149. '
" ftrecllve ilofienl rf rneftia lor dirocbon $f toad do\qnwards (+) or upwads {-}li Coeflicient 'iricth for ft]nstant conrpfithensivs strenqth rr t,,r.
ri Maxinrurn span$ the trape,joidal corruilated profile can be u-ced as a loadrnu cornponcnt tor rsof syst$r|)s
The$$ $tandarl dol'$ r\oi irpply" rtilenevef load di$tributioning iJilangrfitents (e S trr'nbf I pl;rnks) nru u$ed to \A?lk oil proflle'' lf shear lield letgths L. < minLr lhe shear fiarv havo to b€ reCLlcedi l{ shear freld length$ L., } L,r then tull, is not relsvanlr$uFlp*rl-contafit f(lrc.e$ lli, .. K; y T, (T 3 e xi$hno $h€fir flnrv in lkNlrnl)rSin0te logd acqll4lng !o OIN 18807 parl 3. chapter 3,6.1 5
Trrrpezr:idal c*rrugnl*d pr*fii* type:
Vnluss r:f crnssnclion anrj resitfirrc* acu*rciing OiN 18&()7 nnd
the "Anprrssungsrichtlinin $tahibau"
Posi"ti*tt-pfilili*l
Tn {(n
Msa$u r{*rrtstli$
lfl lfnrr'ti.- j,Jr " [i
7*\ :t"'"1 "
'\ l/ \ii
rJr ! '- irif t _/
t/ -, \\ :,1 il '.o"
\ .".:,i '',.ili I
I
rtl,,i
I
J
,l r1)r
Sharacterintic values of ffr$lst*nceat down-poinline ano pLrshirrg UDL il
lhiilkn*$5
1r,r
trnffil
panelrnoff{rnt
M'.u
Ikltlnr/mJ
Force:i uf ertd-supporl
intermedjate *upporl: lrlslhod of proof [-l: rrrl(: rm.rdrJle srrppotl n'eti'od of Froof fr-l:
il)tctacl,or berr I'lrQ {'rotnenl/5,r1)poil fOrce '' residual ${ippsrt fi )$tYlsnt
l0d0capatity
Rr, t.L
[kN/rn]
usablllty
F.n,,l,tt
Ikl.]/mJ
f 1(dNlredrill
e $upp0t1l0foe
I:{ n..,, ,,,,,, (} ./iir l, { nriti t'
/ -rrtiti I.\i ., ,
'- tttl,l .1 I r. ,il li"l\ r lilul I
t\{ n.u :::: lllii\ ll ,, ^
./;ir l" l* nr;ix 1
kl',', u
lkl{miml
t)'l
Ikf{/ffj
maxMil 1
IkNrnAnl
fi"iHXRs r.
IkN/tt]rliln I
fmlil]{XX f
Iml
!'n*XMp.p
lkl',lm/mlt' b,l*ti = 4o tnt,t I intsrmerjiate $Lrpp$d widlh b* * 60 nrnr, r n ?
CI,7S
il,881,00
1,?5I,S0
1?,1
1&,0
?3,S
?$,4
13,71S,S
27.2
3?,&
Aqq
10,s14,?
20,8q(r
14424,3
30,?JJ.V
41 S
l S,SS
2S,*7
35,?4
s8,?2
7S,43
13",5
1fi,4")4 4
'l? 0
41,4
14cl
21.7tu,l
ii? )
5,S5
5.87
5,S4
5,8?
$,8541 "1
1CI,4
s,fi68.il4
2,3S
AA?
5,35
s.4so'
boou * so fim '1r rtrt€nnediate riupl)ort wicjXh ho1 * 1S0 mm. [ * 7
0,7s0,88
1,?51,S0
1S,023,0?$,4
1 1.?
17,8?4.1')( i
e';..7
13,S't s,427,*
14,1)ft 1
1S^
,)J,3404
JA.bJ54,2571,$?1fi5.31?7,8
1?,516,4
21,1JJ,)4n.4
23744,1
&571*3
J,(}/
4,0t]4,"t"4/'.JU
4.27
1n "7
9,i,4/,t)u7,56
1Rt4,6V
E.SS
at up-poinlinq attd trftrrrq UDL "
lNrrc.kfless
of plote
l$
lmm'l
pilnsimsnrent
Mr,r
{kNnr/rnl
confl*ftisn fit €very touching poinl Corrnecloll at every $econd belt
end-supporl
lx* l
[k]llntl
t nlernrediate Supporl €. =*nd-$upp0rt
f{o,.
tkNlmI
f'l iniermediate $uppo{, [: 1
,t/,:", /{.,j., fl'}ax!*lg L r110x11s.1
lkNmiml [kl{1m] [kl'{nr/m} lkNltttl
t.!iulkFJnvnrl
1r;; *
tkNilm
il1&XMi3.L
fkl{m/ml
ffifrXK,x.1
fkNlml
0,7$u,o01,*01?A
1,S0
1 1,S1r:, n
1q 4
rln I
R A')
lt 7
1Q C.
'r1 Q
1S,2:)a n2q13S,744.4
33,4Ss?,9171,7S104,2125,9
'14,S
tt,J2S,43S,?43,S
18,42F')24 tr,
a1 ,4
()q..+
4,30s,&5CI,?3
13.6rA /
$,1012,fi1.4.,0
1S,4
16,71
x&,5735,7652,33s3.00
4,1 4
14,210,2'){ o
$,18r3,117,2e6,?eal
,i*ilasrrorr0be{l0t*|0ri']'}dt?yrh(iflcldn,tometl1M;l.i]]iutyl!lh1he
$ilpport ffloni$rl1 Mii! l()f lh* opil{,fient iirre*tion sl Jilnd?i b, * il * end srFpott rvl{ith inc.lt{iing Prc}fil* ilvijirh;tnq.;:1 [r:r snrali*r tuppu,t *,ri'n, th* qhnraflte ri$tlc valije:; nf f€igi$t&nc€ htivr] tt] i]s r€diloed prop{rr1}o'lill
lt Srppon $iulhs rq < l0t ltlr .': l) Ly prpts l0 ri't1(:$') r;( rrriser:t"d4]lf9t]pp$rlwdihr$h$h{{,ol1tl1$1|3iedvlllu*glij$;tlk"]!v$.ltoirripr916th€cha|;ld13|isticv;lL:rgo|ttrsit*llc;;|ln*ar
'i]n|qra,:tipn11!*prc1rrrd;ll:uveAlct|rerenov;t|les|(||\l3J.lL,l.]ii.,y,h{;11,*itli*xM1oL*small&|t,fddji'0en1Fiti:hi'Js-Argthergn0vfiicsf$|raf]ralfifup|fch-ll0flgft$.{0r$1ri0'{lJli31$a'6{},{)ri'/i0nor' li*di{irsts ir*corrJrna lc *jit$ttc-eiasilc opel$tlfin
Trapezoidal corrugated prafile type::
TR 1$O
Values of crossection and resltance according DIN 18807 and
the "Anpassungsrichtlinie $tahlbau"
Positiorr-negative
, 930
Yisld stren ot dieel core fy,k 0 320 N/rnrnrUaiues of cross-section
limrt of
span wtdtits I:::
$*at load
:glklrl/rrr?l
bendinq t)
]+fof
r*mxlml
l"t"
{*m4/m]
contrrbutive cross-3eclion L"' imlA".
Icrn*im]'p
iernl'?s
t+ml
&rIem-qln"d
,r:i#'lcml
a"{
Ieml
xingl*,field bearn
*uttip1*field beam
: oi75, 0"&g
: 1-00.r .ri| ;4.4
.,"1r,$0
0!'10?0;{?s,.*,1430iJ,?$
CI,:J5
3??4*g$1ils4:v,7#,
377'446R4n
s4.?775
J2;S'14;S
1S,S.
*,11.*
f5,f
,5149
c,4Y
'.,'$,4Si,g,**.,S,4S.
6.,f;$0,i9,soSs
s;3ss,$s
6,?$6,?{
21:o.uo5,$S
6;846,8!$,?sS;$?s,4s
s,ts9,,0$
1:*,3,1S;S,,
1S,7
7'&1|,1,.3
12,9'1,'S.3
:,:19,?
values qf shcar field
:
minLoo)
lrrrJ
zull.':ikNlmll
l
aulT,
ikN/ml
tulT3=GJ750[kN/m]
K; *)
l'!.
zul F, tl
Gs.10{(K1+K2/{-s} :standartlength a
Kr
fmeilil
K"
tm'frrur'
x.1'30:rnm
ikf$l
Ex€cution accoiOinq DIN 18807 part 3, figure 6
,,s,?$o;$*'j,0.il
{'35,1:'$o
l: .:'.
1;S72.543,J04:$g5.S?
r,$4,?iS03,4Ss,?2$,s5
r:l1 r;'*rs:?8,tl '
S,,g
0i3fiS0,:$0013s80,1$10"1$0
0 ,J$:
0,380,4lo;4$t);s$
14,fi1616.1R.0
23rS?s,s
14;o1S,618,9?s,g28,8
sl75,l 0,'59
"trt004nat rLJ1'Ss
4,t?,.s'
1;S'ttr
s;$-4.
:1?,81$,S ,
tz,I?$',3,
,,,:1'x,3
,17;t
,34,042,$
, SS;$
t" si*CI$0,?,$0
0,?x8srlstCI.1SS
,2"001,3?
0f.9420"5?80,$3&
,1,2S,,
1,?$1,?$1,2fi1,?S
14n16,61S,S
33,9?s;s
l1tlor01S"S
?,3,9
?$,$
a1€tt*t1".-***l,,*r ffi;*n oln,iCo*r**dsi+) of upwatds (-J
i'Coefficient width for constant comptehensrve ebength. s = li"l'
', Maxmdm $pans lite t.rap€zojdal comtgaled profrle can be usgd as a load,ng component lcr roof systenlg.
These standafl does n0t apply. whonever load distr,butroning snanggments (e.9.. tiftlbef ptffnk$) are u$sd to walk on profile
r' lf snsar lield rengths Lc< nlinL! the sheaf flow have to be teduc€d.
" lf shear freld lengths Ls > Lu then ?dlT1,i$ not relgvfint.
'' suppoot-contact forcs5 ;1u * Kr y T. {T: exlst,ng slrear flow in [rN/nrl]rr Sinoie load accorcJrno 1() DIN 18807 p8rt 3. chaprer 3.6. 1 .5
TRl$O Fos-i,lignl xegegyg
Meag utttvtgl*lEi
in [mru] ;;T
i
'il
i
fl0qlllgfflgsqilvsI irl
* nl.....t.. ..i I
,l'- \, ,i \ Fl t./ l i :..rr,,!I l.Y ,l .i\.-i -}.1 ...t""-i tir'\"" ..... /
\f,1 ''
'fratr:*zoldal ccrrugated profil* type; TR 150
Vnlues *f crnss*otion fi*ci r*sit{}n*e i}u*crditrg illi"l 18S07 *ndth* "Anpnss*ngsri*htlinic $iahli:au"
'rt r''1i'd .^-,,*i..._. I 1$ -j-
rn:ir,i
Chfi rafr teri$tic v*lues of r*sistnnceat down-pointing and Pu*hirrg UDL 1i
thrckn*sn*f plai*
rN
lnrrnj
panelm()n]fiil1
Mr'.r,
tkNrn/ml
Furres <if end-$upporl
intsrfiredrat* suppor{. rntlthorJ crf proef f;-fi frlfs$nerjifi{i: $|ltl'Jorf: rn*tnod of t}foof p-t}
irltrsraclion bendiilg nlomentl$upt)od fofcs residual $ilpporl nl0nlent
l0ailcapaciiy
fts l,ir
IkNlm]
Ro tr,o
[kNlnrj
usabilrly /,,]/::,, ,i, u' I .,M'i,u/y'r, [/iiu'/1,, J
inlerfir$dioe silpto|,tiof r$
3'{ p , .'. t1 liit' /. rll titttr t
/. liiiri t.1/ .- tt:iit .1./ ,. "
iliil\ "
rllill I
1/ ; , n,l\ \/ ,. . ./lir' /. ' itiirr ,
ht',:,tkf{nr/ml ikl',,lltttl
maxlvl11.*
[kfr]rnlml
rnaxlls,1
lkNlmlrrin i
| {"il I
it'tilx i nraxMR.K
lkNm/ml
' Lrr,+i; * 4{J mm ') interftsdiatE suppott width Lr* * 60 rttnr, [ * 2
s,7ss,&81,00
1,?S
1,50
114
15,04()q
33S4CI3
8.62
13,7
18.,5
{t,t1?n
h.3Y10,$
14,?2$,825.1
12.9't9,6t\A a
3S.7
20,fir?s,,{?
37,42
7fr,27
iO A
24,730,5
16,?.
lJ, I
1n ri
47,1
5S,S
6 1'
4.61
4,73
7,zfr7,19
8,17
8,14
?,s4
3,$$4,07
5,S3
| "1tr'lt [n+ii * $* rnm
a) intermediate supporl wldtil bs h '1$0 rnrn, t - 2
u,ic0,881,001,?51,S0
11,S
1S,01A4
JJ,3403
44 4
17.&
24,13$,44t,l
8,5713,S
1S,4
t7,$Jl.u
1$^1a{ Iet,l.) ci "f
J{,.C
JV.d
10 \7d{t ,t{
OJ,J /
vl,l t
1 1"t,4
13,1
1S,{3
25.1
3?.038.7
?3,9i
3E,t)
s'1,274,8gn.3
3.S7{{t\ ltt
4,134.14
&.77
$,$1qfi1
6,58u, t)u
3.811
s,3fl
Q 1r'l
Characterictl* values of rs$istance
at up-porntintt anti li{tincl UDL t)
thickils$$nf plal*
tp
lmnrl
pfr!1sr
fil0nlsnt
Mr.r,
fkNmlnrl
csnReotior'r fft e,v*ry touching pnint *orrn*cti*n frl svsnr secpncl b{,
end-{}}!\nnffv\ir yv !
Ikl{lrrt]
:: ;rr{errnediale supp<.lfi, t eend-$ilpp0fi
ffiAi..
lkf{/mj
:') iniermedjate suppod, t v 1
,t{ri , 1l:i", lnfixMp.* mflxRx 1
lkl'lnr/nrl fkNlrn] lkNnr/nll [kl.llrnJ
x,t:|, r
lkftrnlmI
L)"
lkf{inrl
mSXM!J.k
lklt{nrlnrl
ff'r*xR.fi,r,
{kl"llm}
n7q0,881,001,2$1,50
1) 1
1n n
?s,di
R A")
1'\ 7ln q
'\t I
1r, a
22,&?s,7?7445.7
41,4761,$08{i,$s11S,4
w4,7
14,21fi 'i1A (\
t?045.7
18,0lt.l ,g
$4,8
4,30s,859,2313,01fi4
7,!}711 4,
14,&1$.CI
23.0
20,7S3*,8340,60dln '1 4
v2.42
7nno?q{/} n| 4rU1A r)
LJ.\)
9,fi4| /.,,)1A')?64
rls]nEtel0adlheisrtlilcm1*]iiiiinf|ish'{jeil*|ffi]n{idb1tn0ir{r|{jnlD|flr,l)1Ml.|rrltwt|hthc;supL(){1 rlrol. snl \4 , l'-r li,: c:rtrlllL:r'l 41'94'i(1p ':f l;r'!
:l u, * U - *r,d s-f,:lOrl s d..ti ,L r..lrilg 0r0'.; o{,"t1'.1:r$:r Fff srnfill*r s,upll[,{ lttdil$ lhs C]1;Xtllilorlstln v;)luec ilf ffistliffincu il,l!c !u Lf rr:(Jut:e/J piaportional.
ll SUi:p(trt *'tjt'rs rs (- 10*"1 \r 'r l,l, p,f.!{:5 lO -1Fr r:i'r b+,'r"$!lrlct),|1stlppor1*,dln|st.|'.:ni,Cl1li,r;tlstc;'J.]lL'e5'lls.1iit/*{'d|''J]le't)o'ell]h][r]jliii:'1.'::1lcvijiilLlqvi'il\ll.]l]('t?|{|'f'1'..'|nt*ra,:fronllk*u]*uledahcvsA|c\ihe'gr1$vitl|jf${irJ/1],fn{i]i]'.'|'.$"{i-,,rit:|,"*lna]ler0'*dinc{,n|pt[]r&5Arf:1hf;cf]Dv'jl.'esldr|fin13|fill#p!1ch'nr0rnei1t$.tt]'5tiUcii,g|r,i|f{}1}|;)d'flc$t8
d cerllir(.ate 3f,;fi j,,1r'0 i.;tslrc e,ebl ". croi ill 0'l
Novotee h om TRtrSfi itive
$trsss-tahls for an evenly riistributed inasi
T*bls of profila In positlvr positlon
Meagufeiltr)fit$
rn lnrml t"
111
i
Li*& L/..
l"iru lrapezoidal cr:rrug*icri profil* os *oft:p*nenl i* f*:r intji'vidu*l per$$rls oil1y
wuiksblt* acr**s lo*d disiributisnlug arr*fi{)sf]l*nl$ (*"9. tiftbsr plank$).
An tcco'cJnl r(lvrce Nlad lo be rlr;xje ol t;lyrng plail
Meixllrirr:'r perrnirsible $tre$$ wilho{.rt ljff ]t*tions by ciefleclion
Penlrjssibis stres* unde r addilion*l lifir jliirf ion by deflectlon - rnax t 5 i...,/ .
Ths$e va!ile$ are aiso valkj lor ths lov*er pa{t sf the lal>lc foi two- ano
thr**-fieici bsirm$ il lhqy erc lower ttl;1n lho$r? in line -.
Th* tabies do not fepi*ce the nsce$sftry $tatiff)l'y buiklntg csii$trLr$tion certiflcate. The delaiiu f*r p*rr*in*ibla stre*s irr {kftllmnl
il;trJ b€en d*trerrnineqj a*c,*rt3ing l{r rsgil,*li$lrs o{ ntl,l 18S0? arlrj thc} lrday:t;tii*n {Jtride}ine ifif $lriJctllrelstsqlwolk.
Farllcularly at il'tultyple fj*ld beamr; lhrl nraximurtr $ilppiy lerlqllr sr:nouid l;e *;trnsicleti*d-
iii i, ,.-l
0,n wulfhj l,lirrl 3,Sf] 3_i5 4fiO 4.?5 4.rO .1 ?5 500 5.r$ s.sl] $.7ti 0.flt) ?it 650 67$ 7 t)(t i ?:, t ':)) i t: ri,{x) t, 2t i1 1.0 d i') 800t} rnir x I l !jlttr It ijiiat':"/l)r\:,r'1'; hA : (]:
' ' '-u.i9 '10,7
l i1$0
l..riX]0
Lr9fJ{.)
],$7 3,61
11,{ii :1.6 l
i.j,6t ;).6 r
;i I).i ?,3 r
,J tt)
1 St)
3.1t) ? ll'0 ,.0i]. r$ ?^$a lt,suli.ijd ?,iiii 1,u.q
I .J4s1.
t.35
1,riil
t,$;r
?.13 1.94 1.;'l? 13 1,94 1.7?
1 .40 1 ,2il 1.0?
0.fi4 f,|.i3 f ii{
1.t"t3
t,$30,9d
1,5il 1.i]9 1.?L|
1,50 1,3r) 1.?*0,ll3 $,?4 0,fii)
it_$il ,0,'f"{ ft.4$
l'1. 1!l
*,511
iJ,3,
.20 1,'J? 1.114 0"981,Cd 0.0ri 0,8?$ fi3 il 4tJ 0,d4
c,J;' t.;It f'.lss.4tlt":;'4
0.3*0"Eii 0,81 0,77
0,7?.J,S$ 0.81
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