LA MI NOR U L S. A. AUTHORISED DISTRIBUITOR

Size: px
Start display at page:

Download "LA MI NOR U L S. A. AUTHORISED DISTRIBUITOR"

Transcription

1 ROLLED PROFILES, WIRE AND DRAWN BARS, CHAINS SINCE 12 AUTHORISED DISTRIBUITOR LA MI NOR U L S. A. BRÃILA LA MI NOR U L S. A. BRÃILA S.C. LAMINORUL S.A. 2 Industria Sarmei Street, Braila, Romania Tel: () 23 2; ; 2; 13;, Fax: () 23 ; sales@laminorul.ro

2

3 LA MI NORU L S.A. BRÃILA CUPRINS PROFILE SPECIALE Traversã de cale feratã pag. Inel fixare bandaje CF pag. Cleºte Tip pag. Eclisã Tip pag. Eclisã Tip pag. Eclisã Tip pag. ªinã plinã pentru metrou pag. PROFILE STANDARD Oþel I pag. Oþel U pag. 1 Cornier cu aripi inegale pag. Cornier cu aripi egale pag. PRODUSE DIN MINI LAMINOR Oþel pãtrat pag. 13 Oþel lat pag. 13 LAMINATE LA CALD STANDARD Oþel pãtrat pag. 1 Oþel lat pag. 1 Oþel rotund pag. 1 PRODUSE TRASE LA RECE Oþel lat pag. 1 Oþel triunghiular pag. 1 Oþel rotund pag. 1 Oþel hexagonal pag. 1 Oþel pãtrat pag. 21 PROFILE ARHITECTURALE Profile manã curentã pag. 22 Profile brãþarã pag. 23 LANÞURI ANSAMBLE Lanþuri sudate pag. 2 Lanþuri sudate cu zale rãsucite pag. 2 Ansamble de lan@uri pag. 2 INDEX TYPICAL SPECIAL PROFILES Steel railway sleeper pag. Steel shape for tyre clip pag. Pliers tipe pag. Rail jointside bars tipe pag. Rail jointside bars tipe pag. Rail jointside bars tipe pag. Rail steel bars pag. STANDARD PROFILES IPN beams pag. UPN channels pag. 1 Unequal angles pag. Equal angles pag. MINI MILL PRODUCTS Square bars pag. 13 Flat bars pag. 13 STANDARD HOT ROLLED PRODUCTS Square bars pag. 1 Flat bars pag. 1 Round bars pag. 1 BRIGHT DRAWN PRODUCTS Calibrated strip steel pag. 1 Triangular bars pag. 1 Round bars pag. 1 Hexagonal bars pag. 1 Square bars pag. 21 ARHITECTURAL PROFILES Hand rails pag. 22 Side and bottom rails pag. 23 CHAIN ASSEMBLIES Welded chain pag. 2 Twisted and khotted chain pag. 2 Chain assemblies pag. 2

4 LA MI NORU L S.A. BRÃILA S.C. LAMINORUL S.A., BR{ILA LAMINORUL BR{ILA este situat strategic pe malul Dun[rii ]n vecin[tatea portului Br[ila, ]n sud estul Rom\niei. Laminorul are acces la Marea Neagr[, precum ~i la marele port Constan@a, afl\nduse ]ntro pozi@ie ideal[ pentru a~i deservi nu numai clien@ii interni ci ~i pe cei din ]ntreaga lume. LAMINORUL BR{ILA a fost ]nfiin@at ]n 123, se ]ntinde pe o suprafa@[ de 3 ha de teren ~i const[ dintrun minilaminor, trei laminoare la cald complementare, o tr[g[torie, sec@ii de lan@uri, precum ~i o forj[ industrial[. LAMINORUL BR{ILA dispune de personal experimentat, fiind partenerul ideal pentru clien@ii care doresc produse de calitate la pre@uri competitive. Filozofia companiei poate fi sintetizat[ ]n numai trei cuvinte: CALITATE SERVICII PRE^ S.C. LAMINORUL S.A., BRAILA LAMINORUL BRAILA is strategically located on the river Danube adjacent to the port of Braila, in the south east of Romania. The mill has access to the Black Sea as well as the major port of Constantza and is ideally located to service international clients as well as central European and domestic customers. LAMINORUL BRAILA was established in 123 on 3 ha of land and comprises a minimill, three complimentary hot rolling mills, a cold drawing workshop, facilities for producing chains as well as an industrial forge. LAMINORUL BRAILA has a highly skilled and experienced workforce and is the ideal partner for customers seeking quality products at competitive prieces. The company philosophy can be suarised in just three words: QUALITY SERVICE PRICE

5 » PROFILE PENTRU C{ILE FERATE STEEL RAILWAY PROFILES Travers[ de cale ferat[ UIC Inel fixare bandaje CF UIC1 3 }n curs de asimilare

6 Cle~te tip UIC }n curs de asimilare Eclips[ tip UIC }n curs de asimilare

7 Eclips[ tip UIC }n curs de asimilare Eclips[ tip UIC }n curs de asimilare Sin[ plin[ (~in[ conductor electric pentru metrou) ST 2

8 » TYPICAL SPECIAL PROFILES FLAT WITH BULB lat cu bulb Flat steel with bulb SR EN 1:1 SR EN 1/C1:2 SR EN 1:1 SR EN 1/C1:2 Dimensiuni nominale Nominal dimensions Dimensiuni pentru Dimensions for Sectiunea transversala Sectional area Masa lineara Weight per meter Suprafata laterala Surface area Distanta fata de centrul de greutate Centroid Caracteristici de calcul raportate la axa X X Section properties Moment de inertie Moment of inertia Modul de elasticitate Coefficient of elasticity b t c r A G U d x I x W x cm 2 kg/m m 2 /m cm cm cm 3 x * x x x x x x x x x x x x x * x 1* * Dimensiunile se fabric[ la ]n@elegere }n curs de asimilare Dimensiuni Dimensions Toleran@e b t b t > < > < Lungimi de livrare: Leg[turi de 2, t ]n lungimi de fabrica@ie ~I lungimi fixe de la m la 1 m Delivery lengths: Bundles of 2. to with factory lengths and fixed lengths between m and 1

9 » PROFILE PENTRU CONSTRUC^II I O@el I SR EN :1 European standard beams SR EN :1 Denumire Designation I I 1 I 1 Sx Momentul static al sec@iunii Sx Static moment of section Demensiuni Demensions M[rimi statice Section propreties x x y y A B h b t d=r r Lx Wx ix Iy Wy iy SX cm² kg/m cm cm³ cm cm cm³ cm cm³ 1,2 1,3 22,,2 1, 2, 1 1,,,,1,,3 3,1 3, 3, , 1,,,, 21, 3,2,,1 1, 1, 1,2 1, 1, 31,, Denumire Designation I I 1 I 1 Abateri limit[ h b t +/ 2 +/ 1, +2,/1, Lungimi de livrare: Legãturi de 2, t ]n lungimi de fabrica@ie ~i lungimi fixe de m ~i m Delivery lengths: Bundles of 2. to with factory lengths and fixed lengths of m and m

10 U U SR EN :22 European standard Channels SR EN :22 Denumire Designation A cm² U,3 U U 1 13, U 1 U 1 2, U 1 2 U 1 2 U 2 32,2 G kg/m,, 1, 13, 1 1, 22 2,3 h b 2 Demensiuni Demensions d,,, t,, 1 1,,,, 1 1,,,,,,, , 2, 1,2,, 1 11 M[rimi statice Section propreties x x 2,2 3,1 3,,,,2,, 1,1 1, 2,3 3,2 2,,3 1 y y R r lx Wx ix ly Wy ly ey cm cm³ cm cm cm³ cm cm,,3,,1 1, 1, ,2 1,3 1, 1, 1, 1, 2,2 2,1 1,2 1, 1, 1, 1, 1, 1,2 2,1 ]n curs de asimilare Denumire Designation h U + 1, U U 1 U U 1 + 2, U 1 U 1 U 2 Abateri limit[ b + 1, + 2, t, 1, Lungimi de livrare: Legãturi de 2, t ]n lungimi de fabrica@ie ~i lungimi fixe de m ~i m Delivery lengths: Bundles of 2. to with factory lengths and fixed lengths of m and m 1

11 L Cornier cu aripi inegale SR EN 1 1: 22 SR EN 1 2: 1 Unequal angles SR EN 1 1: 22 SR EN 1 2: 1 Denumire Designation a x a x t G 3x2x3 1, 3x2x 1, x2x3* 1,3 x2x 1, x3x3* 1,2 x3x 2,2 x3x 2, xx* 2,1 xx* 3,3 x3x 3.3 x3x*, xx 3, xx, xx,3 xx*, xx*, xx*,1 xx*, xx*, xx,1 xx, xx* xx,3 xx*, xx*, xx*,2 xx*, xx*, 1xx, 1xx, 1xx, 1xx*,1 1xx*,32 1xx 1, xx,2 xx1 1 13xx*, 13xx1* 1, 13xx*, 13xx1* 1, 13xx1* 1, 13xx* 1, 1xx 1, 1xx* 1, 1xx1 1,2 1xx 21, 1x1x1 1 1x1x 22, 1xx1* 1,2 1xx* 21, 1xx1* 2, 1xx* 2, A 1,3 1, 1,2 2,2 2,1 2, 3, 3,,2.2,,,,,,,3,3,,,1,3,1,.,1,1,,2 1,2, 13, 1, 1,1 1,1 1, 1, 1, 21,2 2,1 1, ,2 2, 2,2 2, 23,2 2, 2,2 31, Demensiuni Demensions a b t r ,,,,,,, , 1, 1, Distan@e ale centrului de greutate Distances of center of gravity Cx Cy Cu Cv, 1,3 1, 1, 1,3 2,1 1, 2 1, 2, 2, 2,1 3,1 3, 3,23 3,1 3,3 3,2,2,,1,,2 1,1,,,1,,2 1,1 1,2,,3 1,2 1, 1,13 1,1 1, 1, 1, 1, 2, 2, 2,3 2,2 2, 2,2 * Dimensiunile se fabric[ la ]n@elegere }n curs de asimilare Lungimi de livrare: Legãturi de 2, t ]n lungimi de fabrica@ie ~i lungimi fixe de la m la m Delivery lengths: Bundles of 2. to with factory lengths and fixed lengths between m and m 2, 3, 3,33 3,,1,,3,2,1,,,,3,,23,1,2 1,1 1,1 1,3 1,2 1, 1,2 1, 1, 1,1 1, 1, 1, 2, 2,1 2,3 2,3 2,3 2,2 3 2, 3, 3,,23,21,,3,2,2 3,,,3 1, 1,2 2,1 23,2,,, ,3,2 1,2 1,2 1, 1,1 1, 1, 2, 2, 2,3 2,1 3,21 3,1 3,1 3,1 3,2 3,,2,,,,,21, 1,2 1,1 2,,,2,3,1,3, 1, 13, 1,2 1, 1,3 2, 3,1, 3,3 3,3,2,,3,33, 2, 2,1 2,3,,,,,1 2, 1, 1, 3,,1,,1, M[rimi statice Section properties X X Y Y U U V V lx rx Zx ly ry Zy lu ru lv rv kg/m cm² cm cm cm cm³ cm cm cm³ cm cm cm cm,33,,1,,1, 1,13 1, 1, 1, 1,3 1, 1,33 1,31 1,3 2,1 2,2 2,2 1, 2,1 2, 2, 2,,22,3,33,1 1, 1,1 2,2 2,2 3,1 2, 3,1,3 3,,,3, 13,2 1,2 13,1 21 2, 2, 3, 1,3 1,1 3,, 1,3 1, 1, 23,1 2,,, 2, , 1,3 1,2 1, 1, 2,3 2,2 2,2 2,3 2, 2, 3,31 3,2 3,3 3,,1,,,,2,13,,2,33,33 1,1 1, 1,1 3,,1,32,3,3 1,,2, 22 3,,,,2, ,2,21,1,,3,33,, 1,,,3 1,2 1, 1, 1, 1, 1, 1,2 1, 1, 1, 2,1 2,1 tg a,2,21,22,3,32,2,3,31,,2 2,3,,22,2,1,,3,3,21,3,3,3,3 L[@ime a< <a<1 1<a<1 L[@imea aripii Toleran@[ +1, +2, +3, Grosimea cornierului Grosime (t) t< <t<1 1<t<1 Toleran@[ +, +, +1,

12 L Cornier cu aripi egale SR EN 1 1: 22 SR EN 1 2: 1 Equal angles SR EN 1 1: 22 SR EN 1 2: 1 Denumire Designation a x a x t 2x2x3 2x2x* 2x2x3 2x2x 2x2x* 3x3x3 3x3x 3x3x3(,)* xx xx xx* xx(,)* xx xx xx xx* xx()* xx xx xx xx(,)* xx xx xx* xx* xx(,) xx* xx* xx xx1 xx xx xx1 xx* 1x1x* 1x1x 1x1x1 1x1x xx1(,1)* xx* xx1 xx* xx xx13* 13x13x1(1)* 1x1x13(1,1)* 1x1x(1,1,1)* 2,3 G kg/m,2 1,1 1, 1, 1, 1,3 1, 2,1 2,2 2, 3,2 3, 3,,,,2,,1,3,3,3,3,,3,,3, 1,,2 13, 1,,2,2 1 1, 1, 1,2 1, 21, 23,3 2,2 2, A cm² 1, 1, 1,2 1, 2,2 1, 2,2 2, 3, 3,, 3,,,,2,1,3,3,13, 1,,,3,3 1,,3 1,1 13, 1, 1,1 1,, 1, 1,2 22, 21,2 23,2 2, 2, 2, 3, 3 3, Demensiuni Demensions a t r Cx=Cy , 3, 3, 3, 3, Distan@e ale centrului de greutate Distances of center of gravity cm,,23,2,3, 1, 1,1 1,3 1,, 1, 1, 1, 1,3 1, 2, 2,2 2,3 2, 2, 2, 2, 2,2 2, 3,31 3,, cm 1,1 1, 1, 2, 2, 2,3 2,3 3, 3, 3,,2,2,2,,,3,,,3,3,3,,,,, 1, cm, 1,2 1, 1,1 1,2 1, 1, 1,2 1, 2, 2,32 2,3 2, 2,3 2, 2, 3,1 3,3 3,3 3, 3, 3, 3,,,,,3 cm cm cm³,32,3 1,2 1, 1,,,3,, 1, 22, 2,2 3, 2,3, 2,2, XX=YY,,1,1,,2 1,21 1,2 1,2 1,1 1, 1,2 1,2 1, 2,13 2, 2,2 2,3 2,1 2, 2,3 2,2 3, 3, 3,2 3, 3,,,2,2,,, 1, 1,1 2, 3, 3,1,,2,,2,1,1, 1, 1,1 1, 1, 1, 2, 2,1 3,2, M[rimi statice Section properties cm cm cm,1 1,2 1,1 2,22 2,,, 1,2 1, 2,3 3, 3,1,1,,1 2, U=U,2,,31 1,13 1, 1,2 1,1 1,1 1, 1, 2,3 2,2 2,2 2, 2, 2, 3, 3,3 3, 3, 3,2 3, 3,3 3,,3,,,1,33,3,, 1, 2,2 3,3,,3,3,,2 1,3 1, 1, 2, 3, 3,1, 2,, 3, 33 cm,33,,2,1,,,3,,3, 1,1 1,1 1,1 1,3 1,3 1, 1, 1, 1, 1, 1, 1, 1, 1, 2,3 2,3 2, V=V Cu Cv lx=ly rx=ry Zx=Zy lu ru lv rv Zv cm³,1,32,3,, 1,1 1,3 1, 2,2 2,1 3, 3,,,,2,3,3,2 13,3 1, 1, 1,3 2, 2, 31, 2 * Dimensiunile se fabric[ la ]n@elegere }n curs de asimilare L[@ime a< <a<1 1<a<1 L[@imea aripii Toleran@[ +,1 +,2 +,3 Grosimea cornierului Grosime (t) t< <t<1 1<t<1 Toleran@[ +, +, +1, Lungimi de livrare: Legãturi de 2, t ]n lungimi de fabrica@ie ~i lungimi fixe de la m la m Delivery lengths: Bundles of 2. to with factory lengths and fixed lengths between m and m

13 » O^EL LAMINAT LA CALD HOT ROLED STEEL p[trat laminat la cald pe minilaminator SR EN 1: 2 Square Steel from minimill SR EN 1: 2 Dimensiune Dimension a * +2, * *,* * 1 * Abateri limit[ Tolerance +2,,3,2,2,3 +, +, +, +, Mas[ Weight kg/m,1,23,3,1,2,3,, Aria sec@iunii Sectional area cm²,2,3,,,,1 1 1,21 * Dimensiunile se fabric[ la ]n@elegere O@el lat laminat la cald pe minilaminator SR EN 1: 2 Flat steel from minimill SR EN 1: 2 b x t 1x x * x * x x 13 x * 13 x * 1 x * 1 x * 1 x 1 x 1 x 1 x 1 x * 1 x * 1 x * 1 x * 2x * Abateri limit[ Tolerance b t +, +, Aria sec@iunii Sectional area ² Mas[ liniar[ Weight per meter kg/m,33,32,1,1,,1,,,,,,2,,,1,,, * Dimensiunile se fabric[ la ]n@elegere }n curs de asimilare Lungimi de livrare: Legãturi de 2, t ]n lungimi de fabrica@ie ~i lungimi fixe de la m Delivery lengths: Bundles of 2. to with factory lengths and fixed lengths of m 13

14 » O^EL P{TRAT SQUARE STEEL p[trat laminat la cald SR EN 1: 2 Equal angles SR EN 1: 2 Dimensiune Dimension a Abateri limit[ Tolerance Mas[ Weight Aria sec@iunii Sectional area * 3* * kg/m cm² +, +, +, +, +,1 1,13 1, 2,1 2, 3,1 3,,1,1,,, 1,1, 1. 1, 2, 2,3 33,2 3,,2,2 1, 1, 2, 3,2,,2, 1,2,, ,3 3 2,3,3 * Dimensiunile se fabric[ la ]n@elegere Lungimi de livrare: Legãturi de 2, t ]n lungimi de fabrica@ie ~i lungimi fixe de m ~i m Delivery lengths: Bundles of 2. to with factory lengths and fixed lengths of m and m 1

15 » O^EL LAT FLAT STEEL laminat la cald SR EN 1: 2 Flat steel SR EN 1: 2 b () * 1* * * 13* 1* 1*, 1,2 1,,2 1,1 1, 1,,, * }n curs de asimilare Dimensiunile se fabric[ la ]n@elegere 1,1 1,22 1,2 1,32 1,3 1, 1,3 1, 2,2 2,2 2,3 2,1 2,3 3,1 3,,,,1,2,,2,1,,1,,2 1,1 1, 1, 1, 2, 2,2 2, 2, 2,2 3,1 3,3,2,,,3,,3,,,,1, 1,1 1, 1,3 1, 2, 2,3 2,2 2, 2, 3,1 3,3 3,3,1,1,,,2,,,,2 1,2,, 2,1 2,2 2, 2, 3,3 3,2 3, 3,,1,1,,,,,3, 1,3,22,, 2,3 2, 2,3 3,2 3,3 3, 3,,2,,,,,,,2 1,,3,2 13,2 1,1 t() Mas[ liniar[ / Weight per meter (kg/m) 3, 3,2 3, 3,,,,,1,,3,1,1 1,1,1,2 13,21 1,23 1,2 3,3 3, 3,,1,,,,1,,2,, 1,, 13,1 1, 1, 1,2 1,3 1, 3, 3,,13,,1,31,,,2,3,2 1,,, 1,3 1, 1,,,2,,1,,2 1,,3, 13,2 1,33 1, 1,,,3, 1,,3, 1,1 1, 1 1, 1, 21,2,2,,, 1,1 1, 1,3 1, 2, 22, 23, 13, 1, 1,2 1 2, 22, 2,2 2, 1, 1, 21, 23, 2, 2, 2, Grosime nominal[ Thickness t () t<2 2<t<1 Toleran@e limite () +, +1 La cerere se poate lamina orice alt[ dimensiune din gam[. Toleran@ele vor fi cele de la dimensiunea imediat inferioar[. Any other dimension within the range can be rolled on request. of the nearest smaller dimension will apply. L[@ime nominal[ Width b () 1<b< <b< <b<1 1<b< <b<1 Toleran@e limit[ () +, , , Lungimi de livrare: Legãturi de 2, t ]n lungimi de fabrica@ie ~i lungimi fixe de la m la m Delivery lengths: Bundles of 2. to with factory lengths and fixed lengths between m and m 1

16 » O^EL ROTUND LAMINAT LA CALD HOT ROLLED ROUND STEEL rotund laminat la cald SR EN 1: 2 Hot rolled round steel SR EN 1: 2 Diametru Diameter d () * 2* * * 3 3 Abateri limit[ normal[ (normal) () +, +, +, +, +1, +1,3 Abateri limit[ restr\ns[ (limited) () +,2 +,2 +,3 +, +, Nu se aplic[ Mas[ Weight per meter (kg/m) 1,21 1, 2, 2, 2, 3, 3,,3,,31,13,,, 1,, 1,2 1, 1,3 1,3 22,2 2, 2, 3,2 3, 3,, Aria sec@iunii Sectional area (cm²) 1, 2,1 2, 3,1 3,,2,1,1,,, 1,2,3, 13, 1, 1,1 1, 22,1 2, 2,3 31,2 33,2 3,,2,3 3, * }n curs de asimilare Dimensiunile se fabric[ la ]n@elegere La cerere se poate lamina orice alt[ dimensiune din gam[. Toleran@ele vor fi cele de la dimensiunea imediat inferioar[. Any other dimension within the range can be rolled on the request. of the nearest smaller dimension will apply. Lungimi de livrare: Lungimi de fabricatie de la 3 la 1 m, lungimi fixe de la la m In colaci pana la Ø 1 si in legaturi de bare pentru Ø 1 Ø Delivery lengths: Factory lengths 3 1 m, fixed lengths between m and m In coils up to Ø1 and bundles for Ø 1 Ø 1

17 » O^EL LAT CALIBRAT CALIBRATED STRIP STEEL lat calibrat STAS 2 Gauged strip steel STAS 2 a b Masa liniara Weight per meter kg / m Abateri limita a h h Abateri limita b h h....1» O^EL TRIUNGHIULAR CALIBRAT BRIGHT DRAWN TRIANGULAR STEEL O@el triunghiular calibrat STAS 1/21 Bright drawn triangular steel STAS 1/21 Latura Side Abateri limita Aria sectiunii Sectional area Masa liniara Weight per meter 2 kg / m / Lungimi si mod de livrare: Lungimi de fabricatie de la 3 la 1 m, lungimi fixe de la la m Delivery lengths and delivery: Factory lengths 3 1 m, fixed lengths between m and m 1

18 » O^EL ROTUND CALIBRAT BRIGHT DRAWN ROUND STEEL rotund calibrat STAS Bright drawn round steel STAS Diametru Diameter Masa liniara Weight per meter Abateri limita Aria Sectional Area h h1 h kg/m Lungimi si mod de livrare: Lungimi de fabricatie de la 3 la m, lungimi fixe in legãturi de bare de 1 3 t Pentru diametrul 1, în colaci de circa kg Pentru diametrul 3 în colaci de circa kg ºi in legãturi de bare de 1 3 t Pentru diametrul 3 în legãturi de bare de 1 3 t Delivery lengths and delivery: Factory lengths 3 1 m, fixed lengths between m and m For diameter of 1, packing in coils of abt. kg For diameter of 3 packing in bundles of 1 3 t and in coils of abt. kg For diameter of 3 packing in bundles of 1 3 t and in coils of abt. kg

19 » O^EL ROTUND CALIBRAT BRIGHT DRAWN ROUND STEEL rotund calibrat STAS Bright drawn round steel STAS Diametru Diameter Masa liniara Weight per meter Abateri limita Aria sectiunii Sectional Area h h1 h kg/m Lungimi si mod de livrare: Lungimi de fabricatie de la 3 la m, lungimi fixe in legãturi de bare de 1 3 t Pentru diametrul 1, ]n colaci de circa kg Pentru diametrul 3 în colaci de circa kg ºi in legãturi de bare de 1 3 t Pentru diametrul 3 ]n legãturi de bare de 1 3 t Delivery lengths and delivery: Factory lengths 3 1 m, fixed lengths between m and m For diameter of 1, packing in coils of abt. kg For diameter of 3 packing in bundles of 1 3 t and in coils of abt. kg For diameter of 3 packing in bundles of 1 3 t and in coils of abt. kg 1

20 » O^EL HEXAGONAL CALIBRAT BRIGHT DRAWN HEXAGONAL STEEL hexagonal calibrat STAS 231 Bright drawn hexagonal steel STAS 231 Abateri limit[ Aria Masa liniar[ S Sectional area Weight per meter h h 2 kg/m Lungimi si mod de livrare: Lungimi de fabricatie de la 3 la m, lungimi fixe in legãturi de bare de 1 3 t Delivery lengths and delivery: Factory lengths 3 1 m, fixed lengths packing in bundles of 1 3 t 2

21 » O^EL P{TRAT CALIBRAT BRIGHT DRAWN SQUARE STEEL p[trat calibrat STAS 1 Bright drawn square steel STAS 1 Latura Abateri limita Aria sectiunii Masa liniara Side Sectional area Weight per meter a h h 2 kg/m Lungimi si mod de livrare: Lungimi de fabricatie de la 3 la m, lungimi fixe in legãturi de bare de 1 3 t Delivery lengths and delivery: Factory lengths 3 1 m, fixed lengths packing in bundles of 1 3 t 21

22 » PROFILE ARHITECTURALE ARHITECTURAL PROFILES Profile m\n[ curent[ Handrails and bottom rails Denumire Designation Masa liniara Weight per meter Dimensiuni Dimensions Aria sectiunii Sectional area 2 kg / m MCE 1 X2.X MCE 2.X1X MCE 3 3X1X G X G 3X G 3X G X1 2.1 G 3X G 3X.2 1 G 1X 2.. Lungimi si mod de livrare: Lungimi de fabricatie de la 3 la m, lungimi fixe in legãturi de bare de 1 3 t Delivery lengths and delivery: Factory lengths 3 1 m, fixed lengths packing in bundles of 1 3 t 22

23 » PROFILE ARHITECTURALE ARHITECTURAL PROFILES Profile Profiles for side rails Denumire Dimensiuni Dimensions Aria sectiunii Sectional area Masa liniara Weight per meter Designation 2 kg / m B1 1x B2 1x B3 1x B 1x B 2x B 3x B x Lungimi si mod de livrare: Lungimi de fabricatie de la 3 la m, lungimi fixe in legãturi de bare de 1 3 t Delivery lengths and delivery: Factory lengths 3 1 m, fixed lengths packing in bundles of 1 3 t 23

24 » LANTURI SUDATE WELDED CHAIN cu zale drepte lungi STAS 2/21 Long link welded chains STAS 2/21 d p b Nominal Nominales Abateri limita Nominal Nominales Abateri limita Nominal Nominales Abateri limita Masa liniara Weight per meter kg / m 3 + / / / / /. 1 + / / /. 1 + / / /. 1 + / / /. 2 + /..3 + / /. 2 + /.. + / /. 2 + /..1 + /.1 + /. 3 + /. 1.3 Lan@uri cu zale drepte scurte STAS 21 Short link welded chains STAS 21 Nominal Nominales d p b Masa liniara Weight per meter kg / m Abateri limita Nominal Nominales Abateri limita Nominal Nominales Abateri limita 3. + / /. + /..2 + / /. 1 + / / /. 1 + / / /. 1 + /..1 2

25 » LANÞURI SUDATE CU ZALE RÃSUCITE TWISTED WELDED AND KNOTTED CHAIN sudate cu zale r[sucite STAS 2/ 1 Twisted link welded chains STAS 2/ 1 Nominal Nominales d Masa liniara Weight per meter Abateri limita p b 3 + / / / / / / / / Lan@uri cu zale ]nnodate STAS 2/ 1 Knoted link chains STAS 2/ 1 Nominal Nominales d p b Masa liniarã Weight per meter kg / m Abateri limitã Nominal Nominales Abateri limitã Nominal Nominales Abateri limitã 2 + / /. + / / /. + / /.1 + / / /.1 + /. 1 + / /.1 + /. 1 + /.. + / / /..1 2

26 » ANSAMBLE DE LANÞURI CHAIN ASSEMBLIES Lanþuri antiderapante pentru autoturisme ºi autoutilitare STAS /21 Nonskid chains for passenger cars and utility vans STAS /21 Lanþuri longitudinale Longitudinal chains L1 Lanþuri transversale Transversal Chains Masa liniarã Weight per meter kg / m Nominal Abatere limitã Nominal Abatere limitã Pas Simbol d Nominale Nominale Numãr punþi Pitch Symbol Number of links a / / Lanþuri antiderapante pentru tractoare STAS /31 Nonskid chains for tractors STAS /31 Lanþuri longitudinale Longitudinal chains L1 Lanþuri transversale Transversal Chains Masa liniarã Weight per meter kg / m Nominal Abatere limitã Nominal Abatere limitã Pas Simbol d Nominale Nominale Numãr punþi Pitch Symbol Number of links a / / / 3 + / Lanþuri antiderapante pentru autocamioane STAS /1 Nonskid chains for trucks STAS /1 Lanþuri longitudinale Longitudinal chains L1 Lanþuri transversale Transversal Chains Masa liniarã Weight per meter kg / m Nominal Abatere limitã Nominal Abatere limitã Pas Simbol d Nominale Nominale Numãr punþi Pitch Symbol Number of links a / / 3 + /

27

sales program Bars Tubes

sales program Bars Tubes sales program Bars Sheets Tubes bars Explanation: * S xxx Jx + x Bars S 235 JR + AR (EN 10025-2) Round EN 10060 (6m) Ø 6 8 10 12 14 15 16 18 20 22 24 25 30 35 40 45 50 55 60 65 70 80 90 100 110 120 130

More information

Engineering Science OUTCOME 1 - TUTORIAL 4 COLUMNS

Engineering Science OUTCOME 1 - TUTORIAL 4 COLUMNS Unit 2: Unit code: QCF Level: Credit value: 15 Engineering Science L/601/10 OUTCOME 1 - TUTORIAL COLUMNS 1. Be able to determine the behavioural characteristics of elements of static engineering systems

More information

ENGINEERING SCIENCE H1 OUTCOME 1 - TUTORIAL 4 COLUMNS EDEXCEL HNC/D ENGINEERING SCIENCE LEVEL 4 H1 FORMERLY UNIT 21718P

ENGINEERING SCIENCE H1 OUTCOME 1 - TUTORIAL 4 COLUMNS EDEXCEL HNC/D ENGINEERING SCIENCE LEVEL 4 H1 FORMERLY UNIT 21718P ENGINEERING SCIENCE H1 OUTCOME 1 - TUTORIAL COLUMNS EDEXCEL HNC/D ENGINEERING SCIENCE LEVEL H1 FORMERLY UNIT 21718P This material is duplicated in the Mechanical Principles module H2 and those studying

More information

MOI (SEM. II) EXAMINATION.

MOI (SEM. II) EXAMINATION. Problems Based On Centroid And MOI (SEM. II) EXAMINATION. 2006-07 1- Find the centroid of a uniform wire bent in form of a quadrant of the arc of a circle of radius R. 2- State the parallel axis theorem.

More information

THREE HOLE SPLICE CLEVIS FOR B52 Standard finishes: ZN, GRN Wt./C 126 Lbs. (57.1 kg)

THREE HOLE SPLICE CLEVIS FOR B52 Standard finishes: ZN, GRN Wt./C 126 Lbs. (57.1 kg) CLEVIS FITTINGS B169 TWO HOLE SPLICE Wt./C 84 Lbs. (38.1 kg) B168 THREE HOLE SPLICE Wt./C 126 Lbs. (57.1 kg) B167 Wt./C 178 Lbs. (80.7 kg) 3 1 /2 (88.9) B170 TWO HOLE SPLICE Wt./C 123 Lbs. (55.8 kg) 5

More information

Soluţii juniori., unde 1, 2

Soluţii juniori., unde 1, 2 Soluţii juniori Problema 1 Se consideră suma S x1x x3x4... x015 x016 Este posibil să avem S 016? Răspuns: Da., unde 1,,..., 016 3, 3 Termenii sumei sunt de forma 3 3 1, x x x. 3 5 6 sau Cristian Lazăr

More information

Sub:Strength of Material (22306)

Sub:Strength of Material (22306) Sub:Strength of Material (22306) UNIT 1. Moment of Inertia 1.1 Concept of Moment of Inertia (Ml). Effect of MI in case of beam and column. 1.2 MI about axes passing through centroid. Parallel and Perpendicular

More information

Design of Steel Structures Dr. Damodar Maity Department of Civil Engineering Indian Institute of Technology, Guwahati

Design of Steel Structures Dr. Damodar Maity Department of Civil Engineering Indian Institute of Technology, Guwahati Design of Steel Structures Dr. Damodar Maity Department of Civil Engineering Indian Institute of Technology, Guwahati Module - 6 Flexural Members Lecture 5 Hello today I am going to deliver the lecture

More information

: APPLIED MECHANICS & STRENGTH OF MATERIALS COURSE CODE : 4021 COURSE CATEGORY : A PERIODS/ WEEK : 5 PERIODS/ SEMESTER : 75 CREDIT : 5 TIME SCHEDULE

: APPLIED MECHANICS & STRENGTH OF MATERIALS COURSE CODE : 4021 COURSE CATEGORY : A PERIODS/ WEEK : 5 PERIODS/ SEMESTER : 75 CREDIT : 5 TIME SCHEDULE COURSE TITLE : APPLIED MECHANICS & STRENGTH OF MATERIALS COURSE CODE : 4021 COURSE CATEGORY : A PERIODS/ WEEK : 5 PERIODS/ SEMESTER : 75 CREDIT : 5 TIME SCHEDULE MODULE TOPIC PERIODS 1 Simple stresses

More information

COURSE TITLE : APPLIED MECHANICS & STRENGTH OF MATERIALS COURSE CODE : 4017 COURSE CATEGORY : A PERIODS/WEEK : 6 PERIODS/ SEMESTER : 108 CREDITS : 5

COURSE TITLE : APPLIED MECHANICS & STRENGTH OF MATERIALS COURSE CODE : 4017 COURSE CATEGORY : A PERIODS/WEEK : 6 PERIODS/ SEMESTER : 108 CREDITS : 5 COURSE TITLE : APPLIED MECHANICS & STRENGTH OF MATERIALS COURSE CODE : 4017 COURSE CATEGORY : A PERIODS/WEEK : 6 PERIODS/ SEMESTER : 108 CREDITS : 5 TIME SCHEDULE MODULE TOPICS PERIODS 1 Simple stresses

More information

Curs 5 ELEMENTE STRUCTURALE SOLICITATE LA RASUCIRE

Curs 5 ELEMENTE STRUCTURALE SOLICITATE LA RASUCIRE Curs 5 ELEENTE STRUCTURALE SOLICITATE LA RASUCIRE Rasucirea (torsiunea), ca stare de solicitare nu apare in mod independent, ci in combinatie cu alte solicitari (ex. incovoiere cu rasucire, compresiune

More information

Clamping Force & Concrete Crosstie Bending Behavior Analysis FRA Tie and Fastener BAA - Industry Partners Meeting Incline Village, NV 7 October 2013

Clamping Force & Concrete Crosstie Bending Behavior Analysis FRA Tie and Fastener BAA - Industry Partners Meeting Incline Village, NV 7 October 2013 Clamping Force & Concrete Crosstie Bending Behavior Analysis FRA Tie and Fastener BAA - Industry Partners Meeting Incline Village, NV 7 October 2013 Sihang Wei, Daniel Kuchma Slide 2 Outline Project Objectives

More information

Hilti North America Installation Technical Manual Technical Data MI System Version

Hilti North America Installation Technical Manual Technical Data MI System Version MIC-SA-MAH 174671 Hilti North America Installation Technical Manual Technical Data MI System Version 1. 08.017 Terms of common cooperation / Legal disclaimer The product technical data published in these

More information

High-carbon steel: Annealed (+LC)

High-carbon steel: Annealed (+LC) Highcarbon steel: nnealed (+LC) Chemical Composition Classification Numerical European of symbols classification Standard (EN) C10E 1.1121 C15E Chemical Composition % C Si Mn Max. P Max. S Cr Mo V EN 101322

More information

R-Plus System Frontespizio_R_PlusSystem.indd 1 11/06/ :32:02

R-Plus System Frontespizio_R_PlusSystem.indd 1 11/06/ :32:02 R-Plus System R-Plus System R-Plus system R-Plus system description Fig. R-Plus system R-Plus System is Rollon s series of rack & pinion driven actuators. Rollon R-Plus System series linear units are designed

More information

School of Civil and Environmental Engineering

School of Civil and Environmental Engineering School of Civil and Environmental Engineering Structural Engineering, Mechanics and Materials Research Report No. 07-1 Guideline for the Design of Stainless Steel Structures Part 1: Dimensions and Section

More information

NUMERICAL AND EXPERIMENTAL METHOD TO ALIGN 2500 TF PRESS COLUMNS

NUMERICAL AND EXPERIMENTAL METHOD TO ALIGN 2500 TF PRESS COLUMNS Journal of Engineering Studies and Research Volume 18 (2012) No. 3 29 NUMERICAL AND EXPERIMENTAL METHOD TO ALIGN 2500 TF PRESS COLUMNS DOBROT OANA-MIRELA 1*, ŢOCU FLORENTINA 1, MOCANU COSTEL IULIAN 1 1

More information

MECHANICS OF MATERIALS. Prepared by Engr. John Paul Timola

MECHANICS OF MATERIALS. Prepared by Engr. John Paul Timola MECHANICS OF MATERIALS Prepared by Engr. John Paul Timola Mechanics of materials branch of mechanics that studies the internal effects of stress and strain in a solid body. stress is associated with the

More information

S TRUCTUR A L PR E- A N A LYSIS TA B LES

S TRUCTUR A L PR E- A N A LYSIS TA B LES M a d e f o r b u i l d i n g b u i l t f o r l i v i n g S TRUTUR A L PR E- A N A LYSIS TA LES I M P R I N T KLH Massivholz GmbH Publisher and responsible for the content: KLH Massivholz GmbH Version:

More information

Bending Stress. Sign convention. Centroid of an area

Bending Stress. Sign convention. Centroid of an area Bending Stress Sign convention The positive shear force and bending moments are as shown in the figure. Centroid of an area Figure 40: Sign convention followed. If the area can be divided into n parts

More information

Tuesday, February 11, Chapter 3. Load and Stress Analysis. Dr. Mohammad Suliman Abuhaiba, PE

Tuesday, February 11, Chapter 3. Load and Stress Analysis. Dr. Mohammad Suliman Abuhaiba, PE 1 Chapter 3 Load and Stress Analysis 2 Chapter Outline Equilibrium & Free-Body Diagrams Shear Force and Bending Moments in Beams Singularity Functions Stress Cartesian Stress Components Mohr s Circle for

More information

To be published in the Proceedings of ICEC-22, Seoul Korea, July 2008 MICE Note 232 1

To be published in the Proceedings of ICEC-22, Seoul Korea, July 2008 MICE Note 232 1 To be published in the Proceedings of ICEC-22, Seoul Korea, 21-25 July 2008 MICE Note 232 1 AC Loss Analysis on the Superconducting Coupling in MICE H. Wu, L. Wang, M. A. Green*, L. K. Li, F. Y. Xu, X.

More information

MAHALAKSHMI ENGINEERING COLLEGE TIRUCHIRAPPALLI Distinguish between centroid and centre of gravity. (AU DEC 09,DEC 12)

MAHALAKSHMI ENGINEERING COLLEGE TIRUCHIRAPPALLI Distinguish between centroid and centre of gravity. (AU DEC 09,DEC 12) MAHALAKSHMI ENGINEERING COLLEGE TIRUCHIRAPPALLI 621213 Sub Code: GE 6253 Semester: II Subject: ENGINEERING MECHANICS Unit III: PROPERTIES OF SURFACES AND SOLIDS PART A 1. Distinguish between centroid and

More information

Acta Technica Napocensis: Civil Engineering & Architecture Vol. 54 No.1 (2011)

Acta Technica Napocensis: Civil Engineering & Architecture Vol. 54 No.1 (2011) 1 Technical University of Cluj-Napoca, Faculty of Civil Engineering. 15 C Daicoviciu Str., 400020, Cluj-Napoca, Romania Received 25 July 2011; Accepted 1 September 2011 The Generalised Beam Theory (GBT)

More information

Homework #2 MEAM Automotive Body Structures 1998 Winter

Homework #2 MEAM Automotive Body Structures 1998 Winter Homework #2 MEAM 599-02 Automotive Body Structures 1998 Winter 1. Using AISI/CARS 96_GAS or equivalent software such as UNIGRAPHICS if you are familiar with, find the geometric property of the following

More information

LINE TECH Linear Modules. Ready to built-in linear modules with drive

LINE TECH Linear Modules. Ready to built-in linear modules with drive Ready to built-in linear modules with drive Anodized profile, produced in extrusion molding method Linear rail guiding system (LM3 LM5) Actuation by ball screw, high-helix lead _ screw or toothed belt

More information

Ferrite Cores for Induction Welding

Ferrite Cores for Induction Welding 2005 Product Line atalog Ferrites and ssemblies for High Frequency Induction Welding Subsidiary of TT electronics plc Ferrite ores for Induction Welding F59 Typical Performance urves Ferrite Impeder Materials

More information

SN QUESTION YEAR MARK 1. State and prove the relationship between shearing stress and rate of change of bending moment at a section in a loaded beam.

SN QUESTION YEAR MARK 1. State and prove the relationship between shearing stress and rate of change of bending moment at a section in a loaded beam. ALPHA COLLEGE OF ENGINEERING AND TECHNOLOGY DEPARTMENT OF MECHANICAL ENGINEERING MECHANICS OF SOLIDS (21000) ASSIGNMENT 1 SIMPLE STRESSES AND STRAINS SN QUESTION YEAR MARK 1 State and prove the relationship

More information

X X. Physical Properties Gross Properties Effective Properties Torsional Properties

X X. Physical Properties Gross Properties Effective Properties Torsional Properties Structural Sections X X Cee Purlins (flange) Physical Properties Gross Properties Effective Properties Torsional Properties Ga. (nom) (lip) Weight Area Ix Sx Rx Iy Sy Sy R Ry Ae Ixe Sxe J (x10-3 ) Cw Xo

More information

MODEL PAPER CLASS XI PHYSICS (GROUP 1) BLUEPRINT Name of chapter (1)

MODEL PAPER CLASS XI PHYSICS (GROUP 1) BLUEPRINT Name of chapter (1) sr. no. MODEL PAPER CLASS XI PHYSICS (GROUP ) BLUEPRINT Name of chapter VSAQ () SA-I (2) SA-II (3) Value based (4) LA(5) Total 70 Physical world and measurement 3 2 Kinematics 2 3,3 5 3 Laws of motion

More information

MECHANICAL TESTING METHODS CONCERNING THE STRESS ANALYSIS FOR A VEHICLE WHEEL RIM

MECHANICAL TESTING METHODS CONCERNING THE STRESS ANALYSIS FOR A VEHICLE WHEEL RIM Mechanical Testing and Diagnosis ISSN 2247 9635, 2012 (II), Volume 2, 33-39 MECHANICAL TESTING METHODS CONCERNING THE STRESS ANALYSIS FOR A VEHICLE WHEEL RIM Alexandru Valentin RADULESCU 1), Sorin CANANAU

More information

INF.7. Economic Commission for Europe Inland Transport Committee. Working Party on the Transport of Dangerous Goods 23 July 2012

INF.7. Economic Commission for Europe Inland Transport Committee. Working Party on the Transport of Dangerous Goods 23 July 2012 Economic Commission for Europe Inland Transport Committee Working Party on the Transport of Dangerous Goods 23 July 2012 Joint Meeting of the RID Committee of Experts and the Working Party on the Transport

More information

Cam Roller Guides. The Drive and Control Company. Service Automation. Electric Drives and Controls. Linear Motion and Assembly Technologies

Cam Roller Guides. The Drive and Control Company. Service Automation. Electric Drives and Controls. Linear Motion and Assembly Technologies Industrial Hydraulics Electric Drives and Controls Linear Motion and Assembly Technologies Pneumatics Service Automation Mobile Hydraulics Cam Roller Guides The Drive and Control Company Linear Motion

More information

Transmitters for basic requirements SITRANS P MPS (submersible sensor) Transmitter for hydrostatic level

Transmitters for basic requirements SITRANS P MPS (submersible sensor) Transmitter for hydrostatic level Overview Function s are for measuring the liquid levels in wells, tanks, channels and dams. Sensor Diaphragm p U const. U +2 (brown) I EM I - (blue) 0, U B s are submersible sensors for hydrostatic level

More information

CTV series CHARACTERISTICS LINEAR UNITS

CTV series CHARACTERISTICS LINEAR UNITS CTV series CHARACTERISTICS The CTV series describes s with a precision ball screw drive and two parallel, integrated, Zerobacklash rail guides. Compact dimensions allow high performance features such as,

More information

Loadcell Calibration - Evaluation of Uncertainties

Loadcell Calibration - Evaluation of Uncertainties Loadcell Calibration - Evaluation of Uncertainties This document is a revision of the evaluation issued in June 2015. Novatech s calibration laboratory is not UKAS accredited due to the high number of

More information

Chapter. Materials. 1.1 Notations Used in This Chapter

Chapter. Materials. 1.1 Notations Used in This Chapter Chapter 1 Materials 1.1 Notations Used in This Chapter A Area of concrete cross-section C s Constant depending on the type of curing C t Creep coefficient (C t = ε sp /ε i ) C u Ultimate creep coefficient

More information

Operating Instructions for Digital Manometer. Model: MAN-SD

Operating Instructions for Digital Manometer. Model: MAN-SD Operating Instructions for Digital Manometer Model: MAN-SD 1. Contents 1. Contents...2 2. Note...3 3. Instrument Inspection...3 4. Regulation Use...4 5. Operating Principle...4 6. Mechanical Connection...5

More information

Ultra 350 Design Information. Ultra 350 Nozzle Pitch. Small Pitch Valve Gate. Large Pitch Valve Gate

Ultra 350 Design Information. Ultra 350 Nozzle Pitch. Small Pitch Valve Gate. Large Pitch Valve Gate Ultra 35 Ultra 35 Design Information Ultra 35 Nozzle Pitch Minimum nozzle pitch dimensions for the Ultra 35 nozzle are provided on the right and below. For applications that exceed 16 drops,. Nozzles can

More information

DATA SHEET. Thermocouple module with digital I²C-Interface - THMOD-I²C. Characteristic features. Areas of application. Features.

DATA SHEET. Thermocouple module with digital I²C-Interface - THMOD-I²C. Characteristic features. Areas of application. Features. Description Characteristic features Industrial temperature measuring method Wide measuring range, -270...+1360 C Digital I²C-interface Simple integration to micro-controller Scope of supply with thermocouple,

More information

Pressure Measurement. Transmitters for basic requirements SITRANS P MPS (submersible sensor) Transmitter for hydrostatic level 2/27

Pressure Measurement. Transmitters for basic requirements SITRANS P MPS (submersible sensor) Transmitter for hydrostatic level 2/27 Overview Siemens AG 011 Function s are for measuring the liquid levels in wells, tanks, channels and dams. Diaphragm p Sensor U const. U + (brown) I EM I -1 (blue) 0, U B s are submersible sensors for

More information

all stainless steel transducer multimedia compatibility

all stainless steel transducer multimedia compatibility all stainless steel transducer multimedia compatibility High-Performance Silicon technology LARGE INVENTORY Fast Shipment! 0-0.07 to 0-690 bar 100 mv, 0 to 5 V, and 4 to 20 ma Outputs U 1, 2 & 5 psi Low

More information

Influence of residual stresses in the structural behavior of. tubular columns and arches. Nuno Rocha Cima Gomes

Influence of residual stresses in the structural behavior of. tubular columns and arches. Nuno Rocha Cima Gomes October 2014 Influence of residual stresses in the structural behavior of Abstract tubular columns and arches Nuno Rocha Cima Gomes Instituto Superior Técnico, Universidade de Lisboa, Portugal Contact:

More information

DEVELOPMENT OF DROP WEIGHT IMPACT TEST MACHINE

DEVELOPMENT OF DROP WEIGHT IMPACT TEST MACHINE CHAPTER-8 DEVELOPMENT OF DROP WEIGHT IMPACT TEST MACHINE 8.1 Introduction The behavior of materials is different when they are subjected to dynamic loading [9]. The testing of materials under dynamic conditions

More information

Cork Institute of Technology. Summer 2007 Mechanics of Machines (Time: 3 Hours)

Cork Institute of Technology. Summer 2007 Mechanics of Machines (Time: 3 Hours) Cork Institute of Technology Bachelor of Engineering (Honours) in Mechanical Engineering- Award Instructions Answer FOUR questions. All questions carry equal marks. (NFQ Level 8) Summer 2007 Mechanics

More information

LowPro Series TABLE TOP CHAIN & MODULAR BELT CONVEYORS. Conveyors - Pallet Handling - Aluminium Profile Machine Guarding - Special Purpose Machinery

LowPro Series TABLE TOP CHAIN & MODULAR BELT CONVEYORS. Conveyors - Pallet Handling - Aluminium Profile Machine Guarding - Special Purpose Machinery LowPro Series TABLE TOP CHAIN & MODULAR BELT CONVEYORS Conveyors - Pallet Handling - Aluminium Profile Machine Guarding - Special Purpose Machinery LOWPRO SL SERIES TABLETOP CHAIN CONVEYORS Standard Head

More information

5 Distributed Forces 5.1 Introduction

5 Distributed Forces 5.1 Introduction 5 Distributed Forces 5.1 Introduction - Concentrated forces are models. These forces do not exist in the exact sense. - Every external force applied to a body is distributed over a finite contact area.

More information

aluminium bar extrusion tube sheet treadplate/plate technical information brass bar extrusion sheet technical information

aluminium bar extrusion tube sheet treadplate/plate technical information brass bar extrusion sheet technical information A World of Metal contents 0 0 9 9 0 9 0 aluminium bar etrusion tube sheet treadplate/plate technical information brass bar etrusion sheet technical information copper bar etrusion tube sheet technical

More information

R10 SET Explain about the common types of soils, their origin and occurrence in India? Write also on the stabilization of Soils?

R10 SET Explain about the common types of soils, their origin and occurrence in India? Write also on the stabilization of Soils? Code No: R22015 II B. Tech II Semester Supplementary Examinations, Dec/Jan-2015-16 ENGINEERING GEOLOGY (Civil Engineering) ~~~~~~~~~~~~~~~~~~~~~~~~~ 1. a) Explain in detail about the importance of Geology

More information

ct m ive p 5/EC Thermal cut-outs

ct m ive p 5/EC Thermal cut-outs RoHS Compliant Directive //EC Marking of switches type: AM, AF, AB,, AA. AM0. 0. 0 0/0 -. 0 Strip length Second conductor length First conductor length Type of thermal cut-out Rated switching temperature

More information

ORIENT TRANSPORT COMPANY

ORIENT TRANSPORT COMPANY ORIENT TRANSPORT COMPANY (ESTABLISHED:1950) P R O FII L E:: ORIENT TRANSPORT COMPANY 14/2 OLD CHINA BAZAAR STREET, ROOM NO: 178,179,190,191 & 110. KOLKATA 700001. PHONE: (33) 22424690,22100389 FAX: (33)

More information

40 CD RANGE FLUSH-MOUNTING DISTRIBUTION BOARDS AND ENCLOSURES

40 CD RANGE FLUSH-MOUNTING DISTRIBUTION BOARDS AND ENCLOSURES DISTRIBUTION BOARDS FLUSH-MOUNTING DISTRIBUTION BOARDS GWTEST SOFTWARE (see page 322) Complementary system items Ordinary installation - protected flush mounting DISTRIBUTION / JUNCTION Protection devices...

More information

Second Moments or Moments of Inertia

Second Moments or Moments of Inertia Second Moments or Moments of Inertia The second moment of inertia of an element of area such as da in Figure 1 with respect to any axis is defined as the product of the area of the element and the square

More information

G r a d e 1 1 P h y s i c s ( 3 0 s ) Final Practice exam

G r a d e 1 1 P h y s i c s ( 3 0 s ) Final Practice exam G r a d e 1 1 P h y s i c s ( 3 0 s ) Final Practice exam G r a d e 1 1 P h y s i c s ( 3 0 s ) Final Practice Exam Instructions The final exam will be weighted as follows: Modules 1 6 15 20% Modules

More information

Design of AAC wall panel according to EN 12602

Design of AAC wall panel according to EN 12602 Design of wall panel according to EN 160 Example 3: Wall panel with wind load 1.1 Issue Design of a wall panel at an industrial building Materials with a compressive strength 3,5, density class 500, welded

More information

EXTERIOR FRAMING EXTERIOR FRAMING

EXTERIOR FRAMING EXTERIOR FRAMING 1 EXTERIOR FRAMING BUILDSTRONG www.buildstrong.com 2 TABLE OF CONTENTS Product Identification...........................5 General Product Information....................... 4-5 Compliance Guaranteed...............................

More information

AN APPROACH TO THE NONLINEAR LOCAL PROBLEMS IN MECHANICAL STRUCTURES

AN APPROACH TO THE NONLINEAR LOCAL PROBLEMS IN MECHANICAL STRUCTURES U.P.B. Sci. Bull., Series D, Vol. 74, Iss. 3, 2012 ISSN 1454-2358 AN APPROACH TO THE NONLINEAR LOCAL PROBLEMS IN MECHANICAL STRUCTURES Marius-Alexandru GROZEA 1, Anton HADĂR 2 Acest articol prezintă o

More information

Newsletter 1/2014. Super-polished copper a new substrate material. Fabrication of neutron collimators launched

Newsletter 1/2014. Super-polished copper a new substrate material. Fabrication of neutron collimators launched Polarizing supermirror m = 5.5 Next generation of metallic guides welded assembly Fabrication of neutron collimators launched Super-polished copper a new substrate material Partnership Next generation

More information

IBV Series C Carbon Steel Inverted Bucket Vertical Steam Trap

IBV Series C Carbon Steel Inverted Bucket Vertical Steam Trap Local regulations may restrict the use of this product to below the conditions quoted. In the interests of development and improvement of the product, we reserve the right to change the specification without

More information

Product description. Compact Modules. Characteristic features. Further highlights

Product description. Compact Modules. Characteristic features. Further highlights 4 Compact Modules Product description Characteristic features Five fine-tuned sizes based on a compact precision aluminum profile with two integrated pre-tensioned ball rail systems Identical external

More information

PERIYAR CENTENARY POLYTECHNIC COLLEGE PERIYAR NAGAR - VALLAM THANJAVUR. DEPARTMENT OF MECHANICAL ENGINEERING QUESTION BANK

PERIYAR CENTENARY POLYTECHNIC COLLEGE PERIYAR NAGAR - VALLAM THANJAVUR. DEPARTMENT OF MECHANICAL ENGINEERING QUESTION BANK PERIYAR CENTENARY POLYTECHNIC COLLEGE PERIYAR NAGAR - VALLAM - 613 403 - THANJAVUR. DEPARTMENT OF MECHANICAL ENGINEERING QUESTION BANK Sub : Strength of Materials Year / Sem: II / III Sub Code : MEB 310

More information

IBV Series Z Alloy Steel Inverted Bucket Vertical Steam Trap

IBV Series Z Alloy Steel Inverted Bucket Vertical Steam Trap Local regulations may restrict the use of this product to below the conditions quoted. In the interests of development and improvement of the product, we reserve the right to change the specification without

More information

Project of a scissor lift platform and concept of an extendable cabin

Project of a scissor lift platform and concept of an extendable cabin Project of a scissor lift platform and concept of an extendable cabin Ricardo Duarte Cabrita ricardo.ricab13@gmail.com Instituto Superior Técnico, Lisbon, Portugal May 2016 Abstract This report presents

More information

Danger of Snow in the Sunshine State

Danger of Snow in the Sunshine State Undergraduate Journal of Mathematical Modeling: One + Two Volume 7 2017 Spring 2017 Issue 2 Article 2 Danger of Snow in the Sunshine State Dmitrii Karpenko University of South Florida Advisors: Arcadii

More information

Stage 7J Current electricity 7K Forces 7L Sound 7I Energy

Stage 7J Current electricity 7K Forces 7L Sound 7I Energy Year 7 Physics Stage 7J Current electricity 7K Forces 7L Sound 7I Energy Pink I can Problem solve using the skills I have acquired. AND Describe how voltage is divided between the components in a series

More information

LANMARK UNIVERSITY OMU-ARAN, KWARA STATE DEPARTMENT OF MECHANICAL ENGINEERING COURSE: MECHANICS OF MACHINE (MCE 322). LECTURER: ENGR.

LANMARK UNIVERSITY OMU-ARAN, KWARA STATE DEPARTMENT OF MECHANICAL ENGINEERING COURSE: MECHANICS OF MACHINE (MCE 322). LECTURER: ENGR. LANMARK UNIVERSITY OMU-ARAN, KWARA STATE DEPARTMENT OF MECHANICAL ENGINEERING COURSE: MECHANICS OF MACHINE (MCE 322). LECTURER: ENGR. IBIKUNLE ROTIMI ADEDAYO SIMPLE HARMONIC MOTION. Introduction Consider

More information

Principles of Almen Strip Selection

Principles of Almen Strip Selection academic study Prof. Dr. David Kirk Coventry University, U.K. Principles of Almen Strip Selection INTRODUCTION The guiding principles for Almen strip selection are thickness, variability and shape. Thickness

More information

Development of Laser Thickness Gauge in Steel Plate Shearing Line

Development of Laser Thickness Gauge in Steel Plate Shearing Line JFE TECHNICAL REPORT No. 21 (Mar. 2016) Development of Laser Thickness Gauge in Steel Plate Shearing Line TEZUKA Koichi *1 Abstract: JFE Steel has developed a laser thickness gauge for the purpose of guaranteeing

More information

BE Semester- I ( ) Question Bank (MECHANICS OF SOLIDS)

BE Semester- I ( ) Question Bank (MECHANICS OF SOLIDS) BE Semester- I ( ) Question Bank (MECHANICS OF SOLIDS) All questions carry equal marks(10 marks) Q.1 (a) Write the SI units of following quantities and also mention whether it is scalar or vector: (i)

More information

Mechanics of Materials

Mechanics of Materials Mechanics of Materials 2. Introduction Dr. Rami Zakaria References: 1. Engineering Mechanics: Statics, R.C. Hibbeler, 12 th ed, Pearson 2. Mechanics of Materials: R.C. Hibbeler, 9 th ed, Pearson 3. Mechanics

More information

Symmetric Bending of Beams

Symmetric Bending of Beams Symmetric Bending of Beams beam is any long structural member on which loads act perpendicular to the longitudinal axis. Learning objectives Understand the theory, its limitations and its applications

More information

APPENDIX A Thickness of Base Metal

APPENDIX A Thickness of Base Metal APPENDIX A Thickness of Base Metal For uncoated steel sheets, the thickness of the base metal is listed in Table A.1. For galvanized steel sheets, the thickness of the base metal can be obtained by subtracting

More information

School of Civil and Environmental Engineering

School of Civil and Environmental Engineering School of Civil and Environmental Engineering Structural Engineering, Mechanics and Materials Research Report No. 07-1 Guideline for the Design of Stainless Steel Structures Part 1: Dimensions and Section

More information

NEW. HALFEN Adjustable Cantilever A REVOLUTION IN TUNNEL PIPE SUPPORT

NEW. HALFEN Adjustable Cantilever A REVOLUTION IN TUNNEL PIPE SUPPORT NEW HAFEN Adjustable Cantilever A REVOUTION IN TUNNE PIPE SUPPORT HAFEN Adjustable Cantilever The advantages at a glance The HAFEN Adjustable Cantilever combines the established high load bearing of the

More information

CLIPPER SCREEN SIZES - DECEMBER 28, 2005

CLIPPER SCREEN SIZES - DECEMBER 28, 2005 PERFORATED METAL ROUND HOLE FRACTIONS HOLE SIZE HOLE SIZE IN HOLE SIZE TOLERANCE STANDARD OR ( INCH ) IN 64TH THOUSANDS IN MM THOUSAND ADD ON PRICE 1/25 2.56.040 1.01 + 0 -.003 STANDARD 1/24 2.67.041 1.05

More information

Failure in Flexure. Introduction to Steel Design, Tensile Steel Members Modes of Failure & Effective Areas

Failure in Flexure. Introduction to Steel Design, Tensile Steel Members Modes of Failure & Effective Areas Introduction to Steel Design, Tensile Steel Members Modes of Failure & Effective Areas MORGAN STATE UNIVERSITY SCHOOL OF ARCHITECTURE AND PLANNING LECTURE VIII Dr. Jason E. Charalambides Failure in Flexure!

More information

THE UNITED REPUBLIC OF TANZANIA MINISTRY OF EDUCATION AND VOCATIONAL TRAINING FORM TWO SECONDARY EDUCATION EXAMINATION, 2007.

THE UNITED REPUBLIC OF TANZANIA MINISTRY OF EDUCATION AND VOCATIONAL TRAINING FORM TWO SECONDARY EDUCATION EXAMINATION, 2007. THE UNITED REPUBLIC OF TANZANIA MINISTRY OF EDUCATION AND VOCATIONAL TRAINING FORM TWO SECONDARY EDUCATION EXAMINATION, 2007 0031 PHYSICS Time: 2 Hours 1. This paper consists of sections A, B and C. 2.

More information

School of Civil and Environmental Engineering

School of Civil and Environmental Engineering School of Civil and Environmental Engineering Structural Engineering, Mechanics and Materials Research Report No. 07-1 Guideline for the Design of Stainless Steel Structures Part 1: Dimensions and Section

More information

SCOPE OF ACCREDITATION

SCOPE OF ACCREDITATION Standards Council of Canada 600-55 Metcalfe Street Ottawa, ON K1P 6L5 Canada Conseil canadien des normes 55, rue Metcalfe, bureau 600 Ottawa, ON K1P 6L5 Canada SCOPE OF ACCREDITATION Transcat Canada, Inc.

More information

A L A BA M A L A W R E V IE W

A L A BA M A L A W R E V IE W A L A BA M A L A W R E V IE W Volume 52 Fall 2000 Number 1 B E F O R E D I S A B I L I T Y C I V I L R I G HT S : C I V I L W A R P E N S I O N S A N D TH E P O L I T I C S O F D I S A B I L I T Y I N

More information

MARKS DISTRIBUTION AS PER CHAPTER (QUESTION ASKED IN GTU EXAM) Name Of Chapter. Applications of. Friction. Centroid & Moment.

MARKS DISTRIBUTION AS PER CHAPTER (QUESTION ASKED IN GTU EXAM) Name Of Chapter. Applications of. Friction. Centroid & Moment. Introduction Fundamentals of statics Applications of fundamentals of statics Friction Centroid & Moment of inertia Simple Stresses & Strain Stresses in Beam Torsion Principle Stresses DEPARTMENT OF CIVIL

More information

2. a) Explain the equilibrium of i) Concurrent force system, and ii) General force system.

2. a) Explain the equilibrium of i) Concurrent force system, and ii) General force system. Code No: R21031 R10 SET - 1 II B. Tech I Semester Supplementary Examinations Dec 2013 ENGINEERING MECHANICS (Com to ME, AE, AME, MM) Time: 3 hours Max. Marks: 75 Answer any FIVE Questions All Questions

More information

Sub. Code:

Sub. Code: Important Instructions to examiners: ) The answers should be examined by key words and not as word-to-word as given in the model answer scheme. ) The model answer and the answer written by candidate may

More information

series FLOOR

series FLOOR series FLOOR www.koolair.com Floor Series 3 DSA, DSA-PR, DSA-HV and DF-CP-MT Floor swirl diffusers CONTENTS DSA / DSA-PR / DSA-HV diffusers 4 Models and dimensions 5 DSA Selection tables 6 DSA Selection

More information

Semester: BE 3 rd Subject :Mechanics of Solids ( ) Year: Faculty: Mr. Rohan S. Kariya. Tutorial 1

Semester: BE 3 rd Subject :Mechanics of Solids ( ) Year: Faculty: Mr. Rohan S. Kariya. Tutorial 1 Semester: BE 3 rd Subject :Mechanics of Solids (2130003) Year: 2018-19 Faculty: Mr. Rohan S. Kariya Class: MA Tutorial 1 1 Define force and explain different type of force system with figures. 2 Explain

More information

URB GROUP Presentation

URB GROUP Presentation G E N E R A L Presentation O R G A N I Z A T I O N C H A R T 2 T U R K E Y Established in 2005 Total Area: 25.000 m² Covered Area: 0.000 m² Production started in 2006 In ART radial bearings with bore ID

More information

Product Description. Further highlights. Outstanding features. 4 Bosch Rexroth Corporation Miniature Linear Modules R310A 2418 (2009.

Product Description. Further highlights. Outstanding features. 4 Bosch Rexroth Corporation Miniature Linear Modules R310A 2418 (2009. 4 Bosch Rexroth orporation Miniature Linear Modules R310A 2418 (2009.05) Product Description Outstanding features Rexroth Miniature Linear Modules are precise, ready-to-install linear motion systems that

More information

Please choose the letter corresponding to the best answer to each problem (5 pts each).

Please choose the letter corresponding to the best answer to each problem (5 pts each). Please choose the letter corresponding to the best answer to each problem (5 pts each). 1. A 10-m uniform horizontal beam of weight 75 N is supported by two vertical posts. The left post is at the left

More information

Chapter 9- Static Equilibrium

Chapter 9- Static Equilibrium Chapter 9- Static Equilibrium Changes in Office-hours The following changes will take place until the end of the semester Office-hours: - Monday, 12:00-13:00h - Wednesday, 14:00-15:00h - Friday, 13:00-14:00h

More information

Principles Of Engineering. Part A

Principles Of Engineering. Part A Principles Of Engineering Final Examination Part A Fall 2007 Student Name: Date: Class Period: Total Points: /40 Converted Score: /50 Page 1 of 11 Directions: Circle the letter of the response that best

More information

Nonlinear Vibrations of Elastic Beams

Nonlinear Vibrations of Elastic Beams Acta Technica Napocensis: Civil Engineering & Architecture Vol. 56, No. 1, (2013) Journal homepage: http://constructii.utcluj.ro/actacivileng Nonlinear Vibrations of Elastic Beams Iacob Borş 1, Tudor Milchiş

More information

2/2-way ball valve with electric rotary actuator, ball valve in plastic, DN 10-50

2/2-way ball valve with electric rotary actuator, ball valve in plastic, DN 10-50 /way ball valve with electric rotary actuator, ball valve in plastic, N 50 Suitable for aggressive media High flow rate value Actuator with adjustable limit switches Visual position indicator Type 0 can

More information

FULL SCALE TESTS AND STRUCTURAL EVALUATION OF SOIL-STEEL FLEXIBLE CULVERTS FOR HIGH-SPEED RAILWAYS

FULL SCALE TESTS AND STRUCTURAL EVALUATION OF SOIL-STEEL FLEXIBLE CULVERTS FOR HIGH-SPEED RAILWAYS II European Conference BURIED FLEXIBLE STEEL STRUCTURES Rydzyna 3-4.4.1 FULL SCALE TESTS AND STRUCTURAL EVALUATION OF SOIL-STEEL FLEXIBLE CULVERTS FOR HIGH-SPEED RAILWAYS Andreas ANDERSSON*, Håkan SUNDQUIST**,

More information

APPENDIX 1 MODEL CALCULATION OF VARIOUS CODES

APPENDIX 1 MODEL CALCULATION OF VARIOUS CODES 163 APPENDIX 1 MODEL CALCULATION OF VARIOUS CODES A1.1 DESIGN AS PER NORTH AMERICAN SPECIFICATION OF COLD FORMED STEEL (AISI S100: 2007) 1. Based on Initiation of Yielding: Effective yield moment, M n

More information

SECTION 23 - METRIC DESIGN INFORMATION. Table of Contents

SECTION 23 - METRIC DESIGN INFORMATION. Table of Contents SECTION 23 - METRIC DESIGN INFORMATION Table of Contents Metric System Conversions and Abbreviations... 23-3 EXTREN Availability List... 23-4 EXTREN vs. Traditional Materials... 23-6 SECTION 23 METRIC

More information

A Nonlinear Dynamic Model for Single-axle Wheelsets with Profiled Wheels and Rails

A Nonlinear Dynamic Model for Single-axle Wheelsets with Profiled Wheels and Rails Proceedings of the International Conference of Control, Dynamic Systems, and Robotics Ottawa, Ontario, Canada, May 15-16 2014 Paper No. 60 A Nonlinear Dynamic Model for Single-axle Wheelsets with Profiled

More information

UNIVERSITY OF CAMBRIDGE INTERNATIONAL EXAMINATIONS International General Certificate of Secondary Education

UNIVERSITY OF CAMBRIDGE INTERNATIONAL EXAMINATIONS International General Certificate of Secondary Education UNIVERSITY OF CAMBRIDGE INTERNATIONAL EXAMINATIONS International General Certificate of Secondary Education *8985843551* PHYSICS 0625/32 Paper 3 Extended October/November 2013 1 hour 15 minutes Candidates

More information

Pressure Measurement Single-range transmitters for general applications

Pressure Measurement Single-range transmitters for general applications Siemens AG 07 Overview Function SITRANS LH00 Transmitter for hydrostatic level U const. p U I EM Sensor Connection for auxiliary power supply Vent pipe with humidity filter Protective conductor connection/

More information

7.4 The Elementary Beam Theory

7.4 The Elementary Beam Theory 7.4 The Elementary Beam Theory In this section, problems involving long and slender beams are addressed. s with pressure vessels, the geometry of the beam, and the specific type of loading which will be

More information

Measuring methods. Measuring tools. Measuring methods. Measuring tools. Measuring methods. Measuring tools. Measuring methods. 5. Smoothness testing

Measuring methods. Measuring tools. Measuring methods. Measuring tools. Measuring methods. Measuring tools. Measuring methods. 5. Smoothness testing 1. Parallelism testing / Height testing Dial gauge and Dial indicator 2. Fix the measuring tools on the actuator s slider. 2. Absolute straightness accuracy testing Laser interferometer detection 2. Fix

More information