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HBESr

TRAVI HEM

Tabella dei carichi netti uniformemente ripartiti per σ = 1600 Kg/cm² - Il calcolo è fatto con la formula:

Q (Kg)=8×Wx×1600L (cm)peso della traveQ \text{ (Kg)} = \frac{8 \times W_x \times 1600}{L \text{ (cm)}} - \text{peso della trave}
+
PROFILO Sezione
cm²
Peso
al m.
Kg.
DISTANZA TRA GLI APPOGGI IN METRI
HE H B S E r 23456789101112131415
10012010612,020,012,053,241,812076798159124654380231812705
12014012612,521,012,066,452,11832712131900771125771490141913627
14016014613,022,012,080,663,22617717346129001020583887072607052764628
16018016614,023,015,097,176,2360702392017806141081161798168446736364825747
18020018614,524,015,011388,9476933164723580187041542313055112569837868577266911
20022020615,025,018,01311036168040948305312423920011169611464712825113471011990788182
22024022615,526,018,01491177734451701385713064625324214891858316297144451290911609104919516
24027024818,032,021,020015711488376327569704529437457318142754324186214691921717315156811425813004
26029026818,032,524,022017213789291641684305443445047382923318329171259272324220975190311734015851
28031028818,533,024,0240189162818108230808426433353264453043928734564307492759324931226502066718924
30034031021,039,027,03032382222381477621104058789572810619665377447350421633787534263311692848426125
32035930921,040,027,03122452427041613941206179605279594677695883851838461884152237592342293131228751
34037730921,040,027,031624825869717245112860410243784909723196281455366493584439840222366513355530839
36039530821,040,027,031925027469318271213659610882790231768766679858904526634728542865390873581332942
40043230721,040,027,0326256307960204880153212124748101288863427507066245591345326948340441294048337289
45047830721,040,027,0335263351465233871174943139481115752987278589375853677686110555509507334660242987
50052430621,040,027,03442703949702628631966751568541302161111129671785461764026894062678573375272148684
55057230621,040,027,035427844231329446722032217575714595512458810849395912857937746370475645195937554879
60062030521,040,027,0364285489657325963243974194666161700138070120277106374951958599778284717146604261088
65066830521,040,027,03742935389343588012685882143431780821520971325361172561049749487186404791947297267541
70071630421,040,027,038330158819839163029319623401519446016612114479212813511475010374394521866717990073991
80081430321,040,030,04043176950464628353465722766872299911965461713841517421359661230001121421029069494488002
90091030221,040,030,0424333801894534041399948319359265522226971197976175349157182142257129764119141109989102013
1000100830221,040,030,0444349916422610366457164365103303612259591226488200663179934162910148665136558126131117047
HBESr

TRAVI HEB

Tabella dei carichi netti uniformemente ripartiti per σ = 1600 Kg/cm² - Il calcolo è fatto con la formula:

Q (Kg)=8×Wx×1600L (cm)peso della traveQ \text{ (Kg)} = \frac{8 \times W_x \times 1600}{L \text{ (cm)}} - \text{peso della trave}
+
PROFILO Sezione
cm²
Peso
al m.
Kg.
DISTANZA TRA GLI APPOGGI IN METRI
HE H B S E r 23456789101112131415
1001001006101226,020,4571937782798220217971502
1201201206,5111234,026,79162606345013553291124462090
1401401407121243,033,7137569114677753614405371331862768
1601601608131554,342,619818131419781774863795388463540393554
1801801808,5141565,351,227161180221342710649878074316406559749404393
2002002009151878,161,33635624135179941428511792999386297554668359585344
2202202209,5161891,071,54696031187232651848315272129571120398238705777769926317
24024024010172110683,259864397702968223596195111656914342125911117410000900681537411
26026026010172411893,073412487863642728974289742037717655155181378912358111501011392128418
28028028010,518241311038811158569437473481228821245122125518700166331492413483122481117410248
30030030011192714911710728371327532904242235137299002594322839203331826116515150201372112580
32032030011,520,52716112712326381963612504877140410344012986326305234332106019062173511586714575
3403403001221,52717113413796891755685825462445274385583348729513263072365921431195251787216414
36036030012,522,527181142153312101971761306072850346428903726332854293002636423895217841995418349
40040030013,52427198155184005122412915687295160508515764483839641353133196228859263412416022250
4504503001426272181712268521509491129139002274705637155543049048437283942735813327293006227727
50050030014,5282723918727417918247413652810888690395771346714259328530404786143514422383814933802
550550300152927254199317674211451158240126234104830894847792668891616245564250624463474265339404
60060030015,530272702123643672425581815471448561203251027428950179262708386399358254533654914545458
65065030016312728622541427027580520646016476313689011691610188090135806947292866420608785609551921
700700300173227306241469278312450233916186700155140132530115512102222915428276075401691376373459019
80080030017,5333033426257419638236028631222857819000016237114158412535711232410161292642850127843472699
90090030018,535303712917021384676073501962796332324941987401733521535411376341245661136281043279631489331
10001000300193630400314824332549031411224328414273102233504203728180498161852146538133725122834113077105211
1/4001/3001/2001/100
HBESr

TRAVI HEA

Tabella dei carichi netti uniformemente ripartiti per σ = 1600 Kg/cm² - Il calcolo è fatto con la formula:

Q (Kg)=8×Wx×1600L (cm)peso della traveQ \text{ (Kg)} = \frac{8 \times W_x \times 1600}{L \text{ (cm)}} - \text{peso della trave}
+
PROFILO Sezione
cm²
Peso
al m.
Kg.
DISTANZA TRA GLI APPOGGI IN METRI
HE H B S E r 23456789101112131415
10096100581221,216,746383064226917851457
120114120581225,319,9674444633312261421421800
1401331405,58,51231,424,79870653948613844315826612282
160152160691538,830,41401992956918548045113810327628552512
18017118069,51545,335,5187441243792657348605951274419386134083030
2001902006,5101853,842,324810164701227897468044681658855151455640613641
2202102207111864,350,532858218211627712931106839063783568696087543748874414
2402302407,5122176,860,3430782861821358169781403711920103179057803671916476586253274855
2602502607,512,52486,868,253366354642647821060174251480912830112751001889778098734466886110
2802702808132497,376,4644854286332013254732108717933155481367612163109129856895181647472
3002903008,5142711388,3804615349339965318132634922421194531712515244136901238011258102839427
320310300915,52712497,69452262852463683740030987263792289820170179671614714615133061216411165
3403303009,516,52713310510731071363533384248135209299842603922947204531839316659151761388912760
3603503001017,52714311212073280301600344782239646337752934325871230712076018815171521571114447
40039030011192715912514758698182734185850948528413643595931790283172556723139211191936917899
45044030011,52127178140185315123310922377353861025520474527839983357193220429252267332455322646
5004903001223271981552268841509971129779010274801638275555849092438883960336005329373028627967
55054030012,5242721216626526117656413213210540787535747216507057526514584646342273387023561832922
600590300132527226178306196203834152564121731101116863407521466520595305377848956450264130138203
65064030013,52627242190349700232816174280139082115553986928600076085681166156056066513884735143827
70069030014,527272602043989522656281988641587241318961126749820086910778327036664112587885419550188
800790300152830286224491072327008244864195488162496138866121088107210960648690379232727066708162176
90089030016303032125260621640372430235224142820072817158414966413255811882410754098096900658314677116
100099030016,531303472727156164766243569922851042370882027131768641566981405121272181160961066429850091408
HBESr

TRAVI IPE

Tabella dei carichi netti uniformemente ripartiti per σ = 1600 Kg/cm² - Il calcolo è fatto con la formula:

Q (Kg)=8×Wx×1600L (cm)peso della traveQ \text{ (Kg)} = \frac{8 \times W_x \times 1600}{L \text{ (cm)}} - \text{peso della trave}
+
PROFILOSezione
cm²
Peso
al m.
Kg.
DISTANZA TRA GLI APPOGGI IN METRI
HEHBSEr22,5033,5044,5055,506789101112131415
8080463,85,257,66,012681009835710616542482
100100554,15,7710,38,121721731143512221062936835751681
120120644,46,3713,210,4337126872230190216541460130511761068896
140140734,76,9716,412,949213925325927822422214019141728157113231133
160160825,07,4920,115,8694455414603393134253029271124502230188216171408
180180915,38,0923,918,893067428617352734597406836433294300225382185190716811492
2002001005,68,51228,522,412371987682107016611854174854439140043390292525572259201118001619
2202201105,99,21233,426,216075128371067391247959704963195721521944243822334829642644237321401937
2402401206,29,81539,130,720675165121373211742102469077814173746731570949394331384134313087279125322304
2702701356,610,21545,936,12738421874181951556213582120341079597838936759265775775513045914141375434173119
3003001507,110,71553,842,2355632841323638202221765415647140411272711629988985757533670060005416491844874109
3303301607,511,51862,649,145534363833027425916226312006518005163301492912706110209690862577306986635258035320
3603601708,012,71872,757,15774246142384023287728718254642286220738189661615614027123361098498498906810474106800
4004001808,613,52184,566,37410759226492864220436867326972935626635243752077518041158751414512690114801045195628784
4504501909,414,62198,877,6958457660363757546004770442317380043448931572269222340120604183711649514932136091246911471
50050020010,216,02111690,71233389858982057702746141054492489434442340676347003017526580237142130519300176011613714858
55055021011,117,224134106155948124663103761888687766168895618885617251455439243821833685300772704024518223792053818931
60060022012,019,0241561221962361568791306201119099782386786779737079064859553994822742531380043419331024283492604724024
HBESrB/4

TRAVI NP

Tabella dei carichi netti uniformemente ripartiti per σ = 1600 Kg/cm² -

+
PROFILOSezione
cm²
Peso
al m.
Kg.
DISTANZA TRA GLI APPOGGI IN METRI
NPHBSEr22,5033,5044,5055,506789101112131415
8080423,95,93,97,65,91229978810689597525467
100100504,56,84,510,68,321651725143012181058932831747677
120120585,17,75,114,211,1346527632232195417001500134012071096919
140140665,78,65,718,214,3520741523447294125602262202218251659139511941035
160160746,39,56,322,817,97452594649384216367232472906262423892014172915031319
180180826,910,46,927,921,9102608188680458115064448140123626330327912401209318421632
200200907,511,37,533,426,213644108919052773467435969534748364408373032142808247722021968
220220988,112,28,139,531,017730141561176810058877277636962630057454866420036753248289325932334
2402401068,713,18,746,136,22252017983149531278311151987888568016731362015358469541563709333130042720
2602601139,414,19,453,341,928140224741869015981139441235511080100329157777067215895522646704201379734453135
28028011910,115,210,161,047,9345282757522939196171712015172136101232711254955782737263644657685195470342753898
30030012510,816,210,869,054,241620332472765623654206481830216421148751361011544100008786780369906304571452024750
32032013111,517,311,577,761,0498623983533140283432474821941196391784016295138541200810558938784177598689662865749
34034013712,218,312,286,768,05887247036391353348129232259202326321083192611638314208125011112299809018819474776847
36036014313,019,513,09776,1694165546446150394873448030577274472487822733193441678414774131521181110681971388738134
40040015514,421,614,411892,5931197457262059531074638241141369403349230613260682264819908177611598314474131831206211080
42542516315,323,015,31321041110248872673842631975520048968439723987636453310522697623782212061908017290157601443413270
45045017016,224,316,214711513001010390486481740206466057366515214672742723364063164027907248982241520326185411699515640
47547517817,125,617,1163128151744121280100950864097548866980601605456849898425323695932625291202622823797217201992218346
50050018518,027,018,0180141175462140243116740999328730877474695926313157735492254280837785337383040227598252042313221317
55055020019,030,019,0212166229940183802153016131003114472101596912788282275761646305624049677443944004136386332683057228212
60060021521,632,421,625419929566623635319677916848314723613068811743010656597494831967242464000572225164046956429613950836490
bhaerb/4

TRAVI IPN

Tabella dimensionale delle travi IPN a sezione ad I con ali rastremate (UNI 5679-73 / EN 10024). Dimensioni in mm, pesi in Kg/m.

+
h
mm
b
mm
a
mm
e
mm
r
mm
Sezione
cm²
Peso
Kg/m
Jx
cm⁴
Jy
cm⁴
Wx
cm³
Wy
cm³
ix
cm
iy
cm
80423,95,93,97,575,9477,76,2819,42,993,200,91
100504,56,84,510,68,3417012,134,14,864,001,07
120585,17,75,114,211,132821,554,77,414,811,23
140665,78,65,718,314,357335,281,910,75,611,40
160746,39,56,322,817,993554,711714,86,401,55
180826,910,46,927,921,91.45081,316119,87,201,71
200907,511,37,533,426,22.14011721426,08,001,87
220988,112,28,139,531,13.06016227833,18,802,02
2401068,713,18,746,136,24.25022135441,79,592,20
2601139,414,19,453,341,95.74028844251,010,402,32
28011910,115,210,161,047,97.59036454261,211,102,45
30012510,816,210,869,054,29.80045165372,211,92,56
32013111,517,311,577,761,012.51055578284,712,72,67
34013712,218,312,286,768,015.70067492398,413,52,80
36014313,019,513,097,076,119.6108181.09011414,22,90
38014913,720,513,710784,024.0109751.26013115,03,02
40015514,421,614,411892,429.2101.1601.46014915,73,13
45017016,224,316,214711545.8501.7302.04020317,73,43
50018518,027,018,017914168.7402.4802.75026819,63,72
55020019,030,019,021216699.1803.4803.61034921,64,02
60021521,632,421,6254199138.8004.6794.62643523,44,29
HBae

PROFILATI A U (UPN)

Tabella dimensionale dei profilati a U secondo norma EN 10279. Dimensioni in mm, pesi in Kg/m.

+
h
mm
b
mm
a
mm
e
mm
r
mm
Sezione
cm²
Peso
Kg/m
804568811,08,65
1005068,58,513,510,6
1205579917,013,3
140607101020,416,0
160657,510,510,524,018,9
180708111128,022,0
200758,511,511,532,225,3
22080912,512,537,429,4
240859,5131342,333,2
2609010141448,337,9
2809510151553,441,9
30010010161658,846,1
hbaer

PROFILATI A U (UPE)

Tabella dimensionale dei profilati a U ad ali parallele secondo norma EN 10365. Dimensioni in mm, pesi in Kg/m.

+
h
mm
b
mm
a
mm
e
mm
r
mm
Sezione
cm²
Peso
Kg/m
Jx
cm⁴
Jy
cm⁴
Wx
cm³
Wy
cm³
ix
cm
iy
cm
8050471010,17,9010725,526,883,261,59
100554,57,51012,59,8220738,341,410,64,071,75
12060581215,412,136455,560,613,84,861,9
14065591218,414,560078,885,618,25,712,07
160705,59,51221,717,091110711422,66,482,22
180755,510,51225,119,71.35014415028,67,342,39
200806111329,022,81.91018719134,58,112,54
220856,5121333,926,62.68024724442,58,902,70
24090712,51538,530,23.60031130050,19,672,84
270957,513,51544,835,35.25040138960,710,82,99
3001009,5151556,644,47.82053852275,611,83,08
33010511161867,853,211.01068166789,712,73,17
36011012,5171877,961,214.83084482410513,83,29
40011513,5181891,972,220.9801.0451.05012315,13,37

ELLE

Profili a Elle con spigoli tondi (gambe disuguali). Designazione a × b in mm, pesi in Kg/m.

+
DESIGNAZIONE mmPESO Kg/m
45678910111214151618
30 x 201,461,78
35 x 201,611,97
40 x 201,772,17
40 x 251,932,37
40 x 302,252,763,27
50 x 302,96
60 x 303,373,994,59
60 x 403,764,465,14
75 x 505,656,538,22
80 x 405,416,257,07
80 x 606,377,368,3410,20
100 x 506,857,798,9911,10
100 x 658,7711,1012,3013,40
100 x 759,2710,6011,9213,2014,57
110 x 7511,1213,73
120 x 6010,9013,4015,90
120 x 8012,2015,0017,8020,50
130 x 6511,8014,6017,30
130 x 9015,4016,6018,60
150 x 7518,2021,60
150 x 9019,3022,6026,10
150 x 10016,4021,6025,00
160 x 8022,1026,3032,50
200 x 9023,0027,3031,60
200 x 10035,9040,00

ANGOLARI

Angolari a L con spigoli tondi. Designazione in mm, pesi in Kg/m.

+
DESIGNAZIONE mmPESO Kg/m
345678910111214151618
15 x 150,63
20 x 200,881,14
25 x 251,121,461,78
30 x 301,361,782,182,58
35 x 351,602,092,573,04
40 x 401,842,422,973,52
45 x 452,092,743,384,004,60
50 x 502,353,063,774,475,155,826,17
55 x 553,354,164,955,706,46
60 x 603,704,575,426,247,098,69
65 x 654,024,965,916,837,73
70 x 704,355,376,387,388,369,3410,3011,20
75 x 754,725,786,877,949,0311,1013,10
80 x 805,026,047,348,499,6311,9014,00
90 x 906,878,209,5810,9012,2013,4014,7015,9019,50
100 x 1007,659,2210,8012,2013,6015,1016,4017,8020,6024,20
110 x 11013,0013,5016,6019,7022,80
120 x 12011,2013,0014,7518,2019,3021,6025,0026,6031,50
130 x 13013,9015,9517,8519,8021,6023,6027,2030,90
140 x 14029,5031,4035,30
150 x 15031,6033,8035,9040,10
160 x 16036,20
180 x 18043,5048,60
200 x 20045,8048,5054,30
D

TONDI PIENI <300

Barre tonde piene in acciaio. Diametro in mm, peso in Kg/m.

+
Diametro
mm
Peso
Kg/m
50,154
60,222
70,302
80,395
90,499
100,617
110,746
120,888
131,04
141,21
151,39
161,58
171,78
182,00
192,23
202,47
212,72
222,98
233,26
243,55
253,85
264,17
274,49
284,83
305,55
326,31
336,71
347,13
357,55
367,99
378,44
388,90
409,86
4210,90
4512,50
4814,20
5015,40
5216,70
5317,30
5518,70
5820,70
6022,20
6324,50
6526,00
6828,50
7030,20
7332,90
7534,70
7837,50
8039,50
8342,50
8544,50
8847,70
9049,90
9555,60
10061,60
10568,00
11074,60
11581,50
12088,80
12596,30
130104
135112
140121
145130
150139
155148
160158
170178
180200
190223
200247
210272
220289
230326
240355
250385
260385
270450
280483
290518
300555
D

TONDI PIENI <640

Barre tonde piene in acciaio. Diametro in mm, peso in Kg/m.

+
Diametro
mm
Peso
Kg/m
310593
320631
330671
340713
350755
360799
370844
380890
390938
400987
4101036
4201088
4301140
4401194
4501248
4601305
4701362
4801420
4901480
5001541
5101604
5201667
5301732
5401798
5501865
5601934
5702003
5802074
5902146
6002220
6102294
6202370
6302447
6402525

PIATTI E LARGHI PIATTI

Piatti e larghi piatti secondo EURONORM 10025 - UNI EU 58. Designazione in mm, pesi in Kg/m.

+
DESIGNAZIONE mmPESO Kg/m
34568101215182025303540506080
100,2360,3140,3930,471
120,2830,3770,4710,5650,754
140,3300,4400,5500,6590,879
150,3510,4680,5850,7020,9361,170
160,3770,5020,6280,7541,0001,260
180,4240,5650,7070,8481,1301,410
200,4710,6280,7850,9421,2601,5701,8802,360
250,5890,7850,9811,1801,5701,9622,3602,940
300,7070,9421,1801,4101,8802,3602,8303,5304,2394,710
350,8241,1001,3701,6502,2002,7503,3004,1204,9455,5006,870
400,9421,2601,5701,8802,5103,1403,7704,7105,6526,2807,8509,420
451,061,772,122,833,534,245,306,367,078,8310,60
501,181,571,962,363,143,934,715,897,067,859,8111,8013,7415,70
601,411,882,362,833,774,715,657,078,489,4211,8014,1018,8023,60
701,652,202,753,304,405,506,598,249,8911,0013,7016,5022,0027,5033,00
801,882,513,143,775,026,287,549,4211,3012,6015,7018,8025,1031,4037,70
902,122,833,534,245,657,078,4810,6012,7214,1017,7021,2028,3035,3042,40
1002,353,143,934,716,287,859,4211,8014,1315,7019,6023,6031,4039,2547,10
1105,186,918,6410,4013,0017,3021,6025,9034,5043,2051,80
1203,774,715,657,549,4211,3014,1018,8023,6028,3037,7047,1056,50
1306,128,1610,2012,2015,3020,4025,5030,6040,8051,0061,20
1405,506,598,7911,0013,2016,5022,0027,5033,0044,0055,0066,00
1504,715,897,069,4211,8014,1017,7023,6029,4035,3047,1058,9070,60
1606,287,5410,012,615,118,825,131,437,744,050,262,875,40100,50
1807,068,4811,314,117,021,228,335,342,449,556,570,6584,80113,04
2007,859,4212,6015,718,823,631,439,247,155,062,878,5094,20125,60
22017,320,725,934,543,251,860,469,1
25015,719,623,629,439,249,158,968,778,598,12
28022,026,433,044,055,065,976,987,9
30023,628,335,347,158,970,682,494,2117,75
32025,130,137,750,262,875,487,9100,0
35033,041,255,068,782,4
38044,760,074,689,5
40047,262,878,594,2125,60
bd

LAMIERE

Lamiere nere, lucide e decapate. Spessore in mm, peso in Kg/m² e Kg per foglio.

+
Spessore
mm
Peso
Kg/m²
1000x2000
Kg
1250x2500
Kg
1500x3000
Kg
1500x6000
Kg
1750x6000
Kg
2000x6000
Kg
2500x6000
Kg
0,32,364,72
0,352,755,51
0,43,146,28
0,453,537,06
0,53,937,86
0,64,719,4214,7
0,86,2812,619,728,3
17,8515,724,535
1,29,4218,829,542
1,511,823,636,753
1,814,128,244,264
215,731,44971
2,519,639,36188176,4
323,647,173106212,4247,8
3,527,55585,9123,6247,3288,5329,7
431,462,898141282,6329,7376,8
539,278,5123176352,8411,6472
647,194,2147212423,9494,6566707
755110172247495577,5660825
862,8126196282565,2659,4754942
970,6141221318635,4741,38481060
1078,5157245353706,5824,39421178
1294,218829442411311413
1413191649
15117,823636853014161767
1615081884
18141,328244263616962120
2015731449070618842355
2220722591
25196,239261383323522944
30235,5472736106028323533
35274,855033004120
4031462837684710
45353,270842385299
50392,578647165888
55431,886451826477
6047194256527065
65510,2102061237654
70549,2110066008243
75588,8117870658832
80628125675369420
85667,21335800710009
90706,51414847810598
95745,81492894911187
1007851570942011775

TUBI STRUTTURALI QUADRI

Tubi strutturali quadri saldati, EN 10219. Da 10×10 a 500×500 mm. Qualità NERI / DEC / ZINC. Dimensioni in mm, pesi in Kg/m.

+
DIMENSIONI mmSPESSORE S - Kg/mt
11,21,52345681012,514,216
10×100,280,330,34
12×120,340,410,43
15×150,410,490,570,70
16×160,470,550,66
20×200,590,710,811,021,36
25×250,750,911,051,341,892,643,14
30×300,861,081,281,652,362,943,93
35×351,091,301,521,962,773,46
40×401,211,441,752,283,304,805,336,41
45×451,381,651,992,603,714,725,61
50×501,822,202,784,215,586,567,5610,7012,60
55×554,52
60×602,693,545,196,717,9710,1513,0615,70
70×703,004,166,137,979,5411,1015,5718,8021,90
80×804,796,809,2211,1112,9916,3625,60
90×905,428,0110,4812,6815,8020,6025,1029,40
100×1006,078,9611,7314,2417,7025,6040,40
110×1109,9012,9915,8319,6023,9028,7033,0041,00
120×12010,8414,2517,4021,5028,1034,6040,7045,50
130×13012,0015,8219,6223,3630,6037,7044,5049,90
140×14012,7217,1921,3625,4933,5940,8048,2055,4062,30
150×15013,6218,0122,1127,1035,7044,0053,2459,8067,40
160×16014,6119,4023,7629,0038,2047,1055,8064,2072,40
175×17515,9821,0726,0431,9042,0051,80
180×18016,7021,7826,8532,8043,2053,4063,3073,0082,40
200×20018,6024,2929,9436,6048,3059,7070,9081,8092,50
220×22026,8133,1240,3053,3066,0078,4090,60102,50
250×25030,5737,7945,1060,8075,4089,70103,80117,00
260×26031,8339,4146,9463,3078,5093,50108,20122,60
300×30037,2045,6454,5273,4091,10108,60125,80142,00
350×35063,9085,70106,00128,00167,00
400×40075,1396,90122,00146,30167,50
450×45082,90108,15135,50166,50
500×500114,40142,50169,20207,00238,67

TUBI RETTANGOLARI

Tubi a sezione rettangolare saldati, EN 10219. Da 15×10 a 500×300 mm. Qualità NERI / DEC / ZINC. Dimensioni in mm, pesi in Kg/m.

+
DIMENSIONI mmSPESSORE mm - PESO Kg/m
1,522,5345681012,514,216
15×100,52
20×100,640,81
20×150,750,97
25×100,750,97
25×150,871,13
25×200,961,351,571,83
30×100,871,13
30×150,991,291,441,65
30×201,111,441,772,07
30×251,221,601,962,31
35×100,991,29
35×151,111,441,772,07
35×201,221,601,962,31
35×251,341,762,162,54
35×301,461,91
40×101,111,44
40×151,221,601,842,13
40×201,341,762,162,54
40×251,461,912,342,78
40×301,582,072,553,013,83
45×101,221,52
45×151,341,76
45×201,461,912,232,78
45×251,582,072,423,01
45×302,23
50×101,341,76
50×151,461,92
50×201,582,073,01
50×251,772,233,25
50×301,812,393,494,525,45
50×402,052,703,965,156,287,35
60×101,582,07
60×151,772,23
60×201,812,393,30
60×251,872,433,58
60×301,992,593,774,836,287,36
60×402,222,914,255,456,398,2910,60
60×502,463,224,665,988,02
70×201,992,593,71
70×252,102,753,95
70×302,222,914,195,35
70×354,255,457,07
70×402,463,204,726,087,189,2311,8014,10
70×502,693,535,196,717,9610,2013,1015,70
80×152,102,75
80×202,222,914,19
80×252,343,064,42
80×302,463,334,565,98
80×402,693,535,406,717,9610,2013,1015,70
80×502,933,855,667,348,7511,1014,3017,30
80×603,234,166,137,909,5411,8615,5718,80
90×302,763,565,196,71
90×402,993,855,607,248,75
90×503,234,166,137,869,5312,1015,5718,80
90×604,486,548,4911,1013,17
90×706,808,8010,80
100×202,763,575,07
100×303,003,855,607,248,70
100×404,166,137,909,5412,1015,5718,80
100×504,486,608,5910,3213,0016,8320,40
100×604,797,079,1111,1012,9818,0922,00
100×709,8512,05
100×805,428,0110,3813,9115,4420,4025,10
110×504,797,029,1211,1113,90
120×304,506,608,59
120×404,527,709,2211,1113,9018,1022,00
120×504,807,239,6412,5614,8819,3023,60
120×605,418,0110,4812,6715,4420,4025,10
120×806,058,9011,7314,2417,2321,4128,3029,10
120×1009,9012,6415,7319,1125,6031,4036,90
130×505,427,9610,3812,6815,80
130×608,4910,50
140×405,187,6610,2212,70
140×606,058,9011,7314,2517,7023,1028,30
140×706,369,3712,2715,0418,7024,4029,8034,40
140×809,8412,9915,8319,6025,6031,4036,40
140×10014,0417,4020,7026,4031,80
140×12019,1223,3630,6034,98
150×305,528,1910,80
150×405,908,8012,2713,43
150×506,058,9011,7314,2517,7023,1028,30
150×609,1512,9715,04
150×7513,6016,2020,1027,0032,0037,90
150×10011,2614,8718,1722,4029,4036,1042,60
160×6010,0613,3216,5319,69
160×8010,7914,1417,3821,5028,1034,5040,70
160×9015,2018,1721,0027,6036,1042,60
160×10011,9615,5019,6020,8028,9035,50
160×12016,8020,7024,5031,40
160×14022,1126,1933,9041,30
180×6010,7914,2517,4021,5028,1034,5040,70
180×8011,7315,5018,9723,4030,7037,7044,50
180×10016,9021,2025,3033,2038,8044,80
180×12017,9022,2026,3035,7044,0048,70
200×4010,50
200×8013,8615,5317,2023,9630,3337,7544,80
200×10013,6218,0122,0926,1935,7044,0052,0059,8067,40
200×12019,3023,8329,0638,2047,1055,8064,2070,20
200×15016,0221,1526,1030,8742,0051,8061,4070,00
220×8017,9022,1626,6034,1241,5352,66
220×10019,3024,1028,3036,5044,40
220×12020,3025,3029,9338,9747,8058,70
220×14040,3350,42
250×5022,25
250×10015,9821,4026,0430,9040,2748,4457,9070,0077,70
250×15024,3030,0035,7046,5157,2373,0078,8091,60
250×20034,0340,8352,8065,00
260×14030,0035,7046,7057,2067,3081,1090,30
260×18033,2039,4051,7063,5074,9087,7097,30
300×5026,1832,3040,22
300×10024,2930,0135,6846,6857,2367,3081,1090,30
300×15027,4333,8740,2952,7965,1076,8089,1098,44
300×20030,5739,9045,2459,5072,9086,20103,00112,00
300×25051,0065,3080,50
350×10052,2065,16
350×15037,9045,1059,2072,9086,2092,30103,00
350×25045,8154,5271,8088,63105,02121,00133,00
350×30096,50
400×10037,9045,1059,2072,9086,20
400×15049,9065,3080,5097,80
400×20045,6454,4071,8088,60105,00126,00141,00
400×25049,5759,3777,9198,50128,00138,00154,00
400×30063,9084,40104,00124,00147,90159,00
450×15052,8073,4091,10
450×25063,9084,40106,00124,00147,10167,00
500×20067,7085,00106,00131,00148,00168,00
500×25068,79
500×30077,5096,90120,00142,00170,00192,00

TUBI ELETTROSALDATI CIRCOLARI

Tubi elettrosaldati circolari, EN 10219. Da ⌀10 a ⌀508 mm. Qualità NERI / DEC / ZINC / LUC. Diametro in mm, pesi in Kg/m.

+
DIAMETRO ⌀SPESSORE - PESO Kg/m
11,21,52345681012,5
100,220,650,32
120,270,310,38
140,320,380,460,54
150,350,410,500,59
160,370,440,540,73
180,420,490,610,79
200,470,560,680,89
220,520,620,760,99
250,590,700,871,131,62
270,931,221,762,11
280,670,790,981,281,85
300,720,851,051,382,002,67
320,770,881,131,482,15
331,181,552,252,86
350,841,001,241,632,37
381,411,872,763,38
400,961,161,421,882,743,55
421,001,201,501,972,893,75
451,091,331,612,123,114,05
481,722,273,334,385,306,26
501,211,441,792,373,484,545,55
541,942,443,78
551,982,613,85
572,052,714,005,23
602,162,864,225,526,787,93
634,405,70
652,353,114,596,02
702,533,354,966,518,02
762,763,655,407,108,76
802,903,855,707,509,26
835,91
893,234,296,398,3810,3812,17
1024,937,329,6711,9614,3718,5621,8224,70
1085,237,7710,2612,7015,0919,0624,2026,40
1145,528,2110,8513,4415,9920,9325,7031,60
1215,878,7311,5414,3117,0221,0327,4033,40
1276,169,1712,1315,0417,9023,5028,9035,50
1336,469,6212,7315,7818,7924,6830,3037,40
139,710,1113,3916,6119,7826,0032,0038,11
15211,0214,6018,1321,6028,4435,1243,40
15911,5415,2918,9922,6429,8236,7545,40
16812,2116,1820,1023,9731,5739,0448,40
177,812,9417,1621,3325,4533,5441,4051,30
193,713,9818,5523,0627,5236,3045,3056,20
21915,9821,2126,3931,0641,6151,5764,00
244,523,7529,5735,3346,7157,9069,06
27320,6326,5433,0539,5552,3464,9480,90
32331,5639,9246,3062,3277,4196,70
339,733,1541,3249,4465,5281,41102,00
355,634,7243,2851,7968,6685,33107,00
406,439,7449,5559,3278,7097,88122,00
457,255,8366,8488,73110,42138,00
50862,1074,3798,77122,97154,00

TUBI TONDI SERIE SPECIALE DEC

Serie speciale decapata. Grandi diametri (⌀100–300) a spessore sottile. Pesi in Kg/m.

+
DIAMETRO ⌀SPESSORE mm - PESO Kg/m
1,523
1003,804,907,35
1204,606,138,82
1505,707,3511,02
1806,618,8213,23
2007,3510,2014,70
2208,0010,7816,16
2509,1812,9018,37
30011,0015,2021,78
AB

TUBI OVALI

Tubi ovali saldati da nastro. Dimensioni A×B in mm, pesi in Kg/m.

+
DIMENSIONI A×B mmSPESSORE mm - PESO Kg/m
1,01,21,52,03,0
20x100,400,470,57
25x150,510,610,75
30x150,590,700,86
36x180,851,05
40x200,901,121,47
50x251,491,962,87
60x301,782,353,45
Calcola
Chiama