Details of these sections may be obtained from the Rail Sales & Markerting Office (Refer to Page 30). Ipe Section Properties Pdf. Cross-section actions Bending and compression Nc,ed+My,ed+Mz,ed Nc,ed=650.00 kN(Compression) My,ed= 40.00 kNm, Mz,ed= 15.00 kNm Cross-section properties Cross-section IPE 400-S 355 Dimensions of cross section Depth of cross section h= 400.00 mm Width of cross section … 20 subspecies of Ipe. 0000139388 00000 n From the left tree you select the section type e.g. 0000124310 00000 n �+� 0000077487 00000 n S355; L - Unequal - Back to back. Do not be tricked by competitors that lower their cost by mixing species as other types of Ipe do not have the same durability or beautiful color as our material. 0000030701 00000 n 0000136016 00000 n 0000002078 00000 n Their product tolerances are characterized through EN 10034: 1993. 0000135596 00000 n Cumulative movement in excess of 1/8 inch will void the Tile Tech IPE Deck Tiles & Pedestal System warranty. HP - Bearing Pile (H-shaped cross-section) have parallel flange surfaces and equal web and flange thicknesses. A stainless steel beam can be either built up by welding together its single components or it is hot rolled or extruded. %PDF-1.3 %���� IPE Formstahl und Breitflanschträger Europäische I-Profile Structural shapes and wide flange beams European I-beams Profilés et poutrelles à larges ailes ... Statische Kennwerte / Section properties / Valeurs statiques Klassifizierung / Classification / Classification 0000051920 00000 n 0000001796 00000 n Section properties - Dimensions and properties Length:-Standard lengths: IPE’s are produced is standard Lengths of 6mts, 9mts and 13 Mtrs.-Non Standard Lengths: These steel sleeper sections may be used for turnout bearers. IPE Section Properties - Free download as PDF File (.pdf), Text File (.txt) or view presentation slides online. Grain/Texture: Has a fine to medium texture, with the grain varying from straight to irregular or interlocked. 0000011905 00000 n ipe 500 90.7 500 200 10.2 16.0 21 116 468.0 426.0 ipe 500 o 107 506 202 12.0 19.0 21 137 468.0 426.0 ipe 500 r 111 508 198 12.6 20.0 21 142 468.0 426.0 ipe 500 v 129 514 204 14.2 23.0 21 164 468.0 426.0 ipe 550 a 92.1 547 210 9.0 15.7 24 117 515.6 467.6 Click . – OneSteel grades (based on AISI-SAE nomenclature). 0000140923 00000 n 0000134007 00000 n Shaped beams and channels Business contact Riva Acciaio S.p.A. - Viale Certosa, 249 - 20151 Milan (Italy) Phone +39 02.30.700 - Fax +39 02.38000.346 0000135152 00000 n All the IPE’s are produced in S355Jr Grades; The grade needs to be specified at the time of ordering the material. 0000025339 00000 n 0000139189 00000 n Mostly recycled again after utilization so choose images make sure that product you back. Click here to compare Ipe to other woods. Ipe Decking Technical Info We deliver to your home or jobsite with our own trucks. IPE 200 200.0 100.0 5.6 8.5 12.0 22.4 2.85 19.4 194 82.6 1.42 28.5 22.4 70.2 13.1 221 44.6 23.5 159 152x89x16 152.4 88.9 4.6 7.7 7.6 16.1 2.05 8.38 110 64.0 .904 20.3 21.0 36.1 4.73 124 31.4 19.8 122 178x102x19 177.8 101.6 4.7 7.9 7.6 19.0 2.42 13.6 153 74.9 1.38 27.2 23.9 43.8 9.98 171 41.9 22.5 147 . Note: There are aprox. I-beams (I-shaped cross-section) W - Wide flange steel beam (I-shaped cross-section) have parallel flange surfaces. ��l�Ժ}��ZsCp�K�Fn��'. Section properties. Their product tolerances are characterized through EN 10034: 1993. The article shows the I beam type sizes (IPE/INP web, flange in mm), weight in kilograms per meter, sectional area and mechanical properties (inertial moment, resistance modules, and … DATABASE OF STRUCTURAL STEEL SECTIONS I-sections (Parallel flange) Designation h b t w t f r 1 m A I x Z x r x I y Z y r y J C w Z plx Z ply h/t f h w mmxmmxkg/m mm mm mm mm mm kg/m 10 3 mm2 106 mm4 10 3mm mm 10 6 mm4 10 3mm 3 mm 103mm4 109 mm 10 mm 10 mm mm IPE-AA 100 97.6 55 3.6 4.5 7 6.72 0.856 1.36 27.8 39.8 0.126 4.57 12.1 7.33 0.272 31.9 7.23 21.7 74.6 Structural steelwork handbook -IPE, IPN, HEA, HEB, UPN- Inertia a geometry properties Utilizamos cookies propias y de terceros para mejorar tu experiencia y nuestros servicios. HSS with a maximum periphery of 64 inches are manufactured by the electric-resistance welding (ERW) process. 0000017793 00000 n 0000038577 00000 n • Channels (UPN): used as truss members and purlins or side girts. • I-sections (IPN, IPE, HEA, HEB, HEM): IPN section is suitable for beam subjected to bending moment about its major axis. IPE Profile nach DIN EN 16828; ... IPE 750 x 220 1 1 1 0 3 4 4 0 58 67 82 91 65 74 bending yy compression Classification EN 1993-1-1: 2006 Section factors [Am/V]sh, Am/V and Ap/V Pure Pure NOT protected Protected Box. COMPARISON OF MECHANICAL PROPERTIES. USER’S GUIDE. ��I�$�"{���HnŞ�`n! Profile library Checked sections Section data 11 Section data I sections IPE Formcode 1 Description European I-beams Source CD-ROM Database Arcelor Group Sales Programme - Structural Shapes Edition 01-2004 pp.50-55 Revision date 28/07/05 By CVL PBD file IPE.PBD Code Euronorm 19-57 Checked properties Property number SCIA symbol Source 0000022171 00000 n IPE, HE etc. Mostly recycled again after utilization so choose images make sure that product you back. European standard universal steel I beams (IPN section) flange slope 14 %. IPE, HE etc. A stainless steel beam can be either built up by welding together its single components or it is hot rolled or extruded. Torsional properties (I T, W T) and warping properties (I w, W w) are accurate results … * IPE I = IPE a; IPE o, IPE v – are not standardised ** Intermediate dimensions by agreement Statische Kennwerte / Section properties / Valeurs statiques Klassifizierung / Classification / Classification Bezeichnung Abmessungen** starke Achse y-y schwache Achse z-z … European standard universal I beams (I section) with parallel flanges. Construction industry as ipe section pdf or firefox to open the decking now bringing you want to seal logs at this out. 0000012038 00000 n Section properties: Axis y: Axis z: I y = 8.36E+7 mm 4: I z = 6.04E+6 mm 4: W y1 = 5.57E+5 mm 3: W z1 = 8.05E+4 mm 3: W y,pl = 6.28E+5 mm 3: W z,pl = 1.25E+5 mm 3: i y = 125.0 mm: i z = 33.50 mm: S y = 3.14E+5 mm 3: S z = 6.26E+4 mm 3: Warping and buckling: I w = 1.26E+11 mm 6: I t = 2.01E+5 mm 4: i w = 37.50 mm: i pc = 129.0 mm The packet is intended for design experts with basic PC skills. Profile library Checked sections Section data 11 Section data I sections IPE Formcode 1 Description European I-beams Source CD-ROM Database Arcelor Group Sales Programme - Structural Shapes Edition 01-2004 pp.50-55 Revision date 28/07/05 By CVL PBD file IPE.PBD Code Euronorm 19-57 Checked properties Property number SCIA symbol Source b z z h d r y twhi tf Designation G kg/m mm mm mm mm h b t wtf r A hi d mm cm2 mm mm 040 IPE 500 A 79.4 497 200 8.4 14.5 21 101 468.0 426.0 IPE 500 90.7 500 200 10.2 16.0 21 116 468.0 426.0 IPE … 0000161450 00000 n 0000134707 00000 n EUROPEAN I BEAMS: Dimensions and Properties (IPE) EUROPEAN SPECIFICATION BEAMS WITH PARALLEL FLANGES IN ACCORDANCE WITH EURONORM 53-62 Structural Steel & Oil Field Supplies Company W.L.L. 0000135620 00000 n Serial Size Mass Per Meter Mass Per Meter Variance Depth Of The Section Depth Of Section Variance Width Of The Section Width Of The Section Variance Web Thickness Web Thickness Variance Flange Thickness Flange Thickness Variance Root Radius; D D± B B± t t± T T± r; Kgs/Mtr Kgs/Mtr mm mm mm mm mm mm mm mm mm; 100 x 55: 8.1 ± 2.5%: 100 ± 2.0: 55 ± 2.0: 4.1 ± 0.50: … U-BEAM CHANNEL 1. 0000139256 00000 n 0000112569 00000 n Please have a look at our product page to see which products we do offer. What is the design b z z h d r y hi tf tw Designation G kg/m mm mm mm mm h b tw tf r A hi d mm cm2 mm mm 038 IPE 270 A 30.7 267 135 5.5 8.7 15 39.1 249.6 219.6 IPE 270 36.1 270 135 6.6 10.2 15 45.9 249.6 219.6 IPE … You can find in our tables both dimensions and properties for majority of the standard steel section like steel beams and columns, channels, angles, steel hollow sections. Dimensions, specifications, accordance with former standard EU 19-57. 0000078205 00000 n 0000138800 00000 n – AS 1447 Hot-Rolled Spring Steels. 0000112593 00000 n 0000111991 00000 n 0000038056 00000 n pedestals and IPE Deck Tiles must be restrained at the perimeter of the deck area. IPE AAAA - AAA according to Montanstahl mill standard Tolerances: EN 10034: 1993 General properties / Generelle Eigenschaften / Valeurs generaux Designation Dimensions Dimensions for detailing Bezeichnung Abmessungen Konstruktionsmaße Désignation Dimensions Dimensions de construction 0000021788 00000 n B. Perimeter parapet walls, concrete dividers or other perimeter restraint must be capable of resisting lateral forces (including seismic and wind). Manufactured according to standards : DIN 1025 Open navigation menu Ipe also has a pronounced blunting effect on cutting edges. 0000134374 00000 n 0000050916 00000 n Moderate natural luster. IPE is the short form for bar shaped building elements or beams with parallel internal surface of the flanges and dimensions according to EN 10365. Quite the information is more about it is you the profile. Construction industry as ipe section pdf or firefox to open the decking now bringing you want to seal logs at this out. trailer <<479c8984145211dd84880016cb9916d6>]>> startxref 0 %%EOF 18 0 obj<>stream Also, Ipe can be difficult to glue properly, and surface preparation prior to gluing is recommended. 0000136373 00000 n 0000137775 00000 n Title: IPE.xlsx 0000051405 00000 n 16 0 obj <> endobj xref 16 75 0000000016 00000 n 0000113173 00000 n Their product tolerances are characterized through EN 10034: 1993. Section Length (m) 7.5 9.0 10.5 12.0 13.5 15.0 16.5 18.0 20.0* Welded Sections 1200 WB, 1000 WB, 900 WB, 800 WB, 700 WB 500 WC, 400 WC, 350 WC Universal Beams ... Properties. 0000025211 00000 n Version 1.7 The User’s Guide contains description for the performance capability of the program packet for the creation of section forms and calculation of their geometric properties, using technique, recommendations concerning its application. ���Y�.���.Kh geometrical properties of common hot rolled sections which includes the following: • Equal and unequal angles: primarily used in trusses for resisting axial forces. Page 1 / 9 SAFETY DATA SHEET (SDS) Revision date 01-April-2017 Version 3 Product identifier Product Trade Name PENOFIN ARCHITECTURAL GRADE HARDWOOD TMF & TSF - IPE Product Description Deep penetrating Oil, Water-Borne, Transparent Hardwood Coating 0000030563 00000 n At first, this part of the site was intended for internal use only. S = elastic section modulus, also from the Properties section of the AISC manual. I-SECTIONS Parallel Flange I-Beams. Scribd is the world's largest social reading and publishing site. 0000030829 00000 n The Bad Beginning: A Series of Unfortunate Events #1, The Go-Giver: A Little Story About a Powerful Business Idea, A Court of Wings and Ruin: A Court of Thorns and Roses, Book 3, No More Mr. Nice Guy: A Proven Plan for Getting What You Want in Love, Sex and Life, Trillion Dollar Coach: The Leadership Playbook of Silicon Valley's Bill Campbell, Disloyal: A Memoir: The True Story of the Former Personal Attorney to President Donald J. Trump, 0% found this document useful, Mark this document as useful, 0% found this document not useful, Mark this document as not useful. 0000139456 00000 n Dimensions and Weights (full) ASME B36.10 Pipes (11 pages) NPS 1/8 - NPS 80; Dimensions and Weights (full) ASME B36.19 Pipes. 0000077784 00000 n Later, we decided to open the tables for our visitors. S - American Standard Beam (I-shaped cross-section) have a slope on the inner flange surfaces. Si continúas navegando consideramos que aceptas su uso. 0000112184 00000 n 0000136040 00000 n Table 4 … Scribd is the world's largest social reading and publishing site. Current table represents European standard I sections, IPE beams with parallel flange, specifications, properties, dimensions. 4. Ipe Section Properties Pdf. 0000124743 00000 n 0000139323 00000 n Open navigation menu S355; Axial tension - long leg attached. IPE Beams: Specification Theory weight kg/m Specification Theory weight kg/m 80×50×4.5×5.5 7.52 160×82×5.0×7.4 15.8 80×46×3.2×4.6 4.85 180×91×5.3×8.0 18.80 100×55×3.8×5.0 6.72 200×100×5.6×8.5 22.40 120×64×4.4×5.5 8.33 220×110×5.9×9.0 26.20 140×73×3.8×5.2 10.05 240×120×6.2×9.5 30.70 140×73×4.7×6.9 12.90 270×135×6.6×10 36.10 3). Acceptance of any orders for grades other than as specified above is at the discretion of Force Steel. 0000134731 00000 n 0000078273 00000 n 5�\��a� ���AU���H �=��T��(r����jإ��n.���� 0000021921 00000 n CE 405: Design of Steel Structures – Prof. Dr. A. Varma Example 2.1 Determine the elastic section modulus, S, plastic section modulus, Z, yield moment, My, and the plastic moment Mp, of the cross-section shown below. 0000017527 00000 n Calculation of section properties. IPE is the short form for bar-shaped building elements or Profiles with the parallel internal surface of the flanges and dimensions according to EN 10365. On the right the table shows all the standard sections for this group and their dimensions and properties. Physical Properties. S355; Axial tension - short leg attached. 0000038645 00000 n 0000017665 00000 n y;{��G,@,�i _o_�=�hO�j��%�q��c�FFZ��t�IGp�z� ls��2�&1ș���ٞ�LD@�^�*�.u�Q��(�����H�l���є�>$<1�k� ֩��ܫ��1{Jd$ʬPc��;�YMk� �V��¤�z>��q�ee� �aOi��/�ݾp �}ր5� �~i{�fľ)��G�1$k��W������̯�j�S����@�:b�H�86��ޖ�B�v��M�b�z���|��t `gz(妠��o2��,6��X6_a�a�~�a���'��|\l(Un�l���"���� 0000123904 00000 n Boat builder should have components within to make your documents. Section properties: Axis y: Axis z: I y = 1.94E+7 mm 4: I z = 1.42E+6 mm 4: W y1 = 1.94E+5 mm 3: W z1 = 2.85E+4 mm 3: W y,pl = 2.20E+5 mm 3: W z,pl = 4.46E+4 mm 3: i y = 82.60 mm: i z = 22.40 mm: S y = 1.10E+5 mm 3: S z = 2.23E+4 mm 3: Warping and buckling: I w = 1.30E+10 mm 6: I t = 6.98E+4 mm 4: i w = 25.00 mm: i pc = 85.60 mm H���ߎ� ����yϒ�DI@���H��)z��b�8� ���ߟDrf�y (��o)���|���O����7��>�����������������?~�o�>��7��ۭ���&��ϧe)wm����������[�RM8�U6�]�o7\��KN[)��?P�&|:%�F�%}��>/���MUj�w��5o Z�}^�2�s?�}����D�l�r�79��>�g�)m�Uu7H�$�rgrR��m9�\�c�����}�"��$\���'L���Z�V�k��j�~��O���}(�HH��[K�E�ֲj^a�����J�q+xG.���)8r[bɈ��:�����P��M42��p&+��Bu멐Ʉ�ކ�^?k_a�;h�l\��J~�, �oK%3�l-��"�:�9 �Qӎ��*C@�ȸ����� �� ȏ2�ţ`�?�� h�&� endstream endobj 17 0 obj<>/StructTreeRoot 2 0 R/Metadata 14 0 R/MarkInfo<>>> endobj 19 0 obj<>/Font<>/XObject<>/ProcSet[/PDF/Text/ImageC/ImageI]/ExtGState<>/Properties<>/MC1<>/MC2<>>>>>/StructParents 0>> endobj 20 0 obj[/Indexed/DeviceRGB 255 40 0 R] endobj 21 0 obj<>stream SECTION 1 GENERAL 3 TERMINOLOGY 3.1 Y-Y Axis A line parallel to the axis of the web of the section (in the case of beams and channels) or parallel to the axis of the longer flange (in the case of unequal angles) or either flange (in the case of equal angles) and passing through the centre of gravity of the profile of the section. 0000134209 00000 n 0000022059 00000 n ��ޅ���1T����m*h�2l�k�*��J��xBA%�=��P��"\������V�e����پ�,���R&���P�y^���Q�2�|�L] 1n++d�ʹ���AM��%evc��Ƶ� The Technical info listed is for the Lapacho group of Ipe. This publication presents tables of dimensions and section properties for rectangular, square, and round Hollow Structural Sections (HSS). IPE beams. IPE is the short form for bar shaped building elements or beams with parallel internal surface of the flanges and dimensions according to EN 10365. We do not mix species like much of the competition. Design aid - Table of design properties for flanged steel profiles (IPE, HEA, HEB, HEM) including profile dimensions, cross-section properties (area A, second moment of area I, elastic modulus W el, plastic modulus W pl), strength properties (elastic moment M el, plastic moment M pl, plastic shear V pl), and buckling properties (section class, buckling curves) 0000077760 00000 n Tables with dimensions and properties of standard steel sections . 0000051116 00000 n [[� ���������5&�^C̖�Y�̓n�fxX�+8�J�xn��T�_a�í��������6K#4�$��ؓ@O ٜ�۠6�k��1ĕ�C��ݰ�� j9;D�bw�Jr���ȿ���B�d��F7a��Β�� �x�3�5m���R2jKA����ϯd�K@�����k�L�q���Z�9�����?AzsϢ���JI��4��8KHf�V"S�[��'�����p3�F�I�J4�VtB��s,Zn���=4�>�Z:��K�[zֈ"�#�F*T�ŰV5��W��_���2��4$O���~�tW�Zv�r�(zmZ�銧���eQj�_����F�y�"?C�1�x�Pu����F���D�rs�&�=N�K�&��F����1��p��y��օ���ZIj4)+;FD�x��0���[�y#Eב�+.\Ȟ���%� Z�bB�@�%� ����1*M���d3��_��}(Y�& Moving up and down the table on the right the section drawing is shown in scale (you can grab and move the section drawing around the window and you can make it small or bigger with the arrows). 0000008057 00000 n Structural steelwork handbook -IPE, IPN, HEA, HEB, UPN- Inertia a geometry properties Utilizamos cookies propias y de terceros para mejorar tu experiencia y nuestros servicios. 0000136714 00000 n EUROPEAN I BEAMS: Dimensions and Properties (IPE) EUROPEAN SPECIFICATION BEAMS WITH PARALLEL FLANGES IN ACCORDANCE WITH EURONORM 53-62 Structural Steel & Oil Field Supplies Company W.L.L. The wood generally planes smoothly, but the grain can tearout on interlocked areas. S355; Axial compression - short leg attached. 0000134398 00000 n 0000113105 00000 n 0000003019 00000 n Section properties - Dimensions and properties; Effective section properties - For sections subject to axial compression; Axial compression - long leg attached. The article shows the I beam type sizes (IPE/INP web, flange in mm), weight in kilograms per meter, sectional area and mechanical properties (inertial moment, resistance modules, and … x�T�=QE��%��HDv*��V'�T �dC��l�-�)5*Q(Q����Rg���枙�� u�c����{�+W��ϡ��$�3Vj�wp�m�]��RPt�����ጅ� �х++6�t�f�X8��P#��;W1�\��tpް�� SECTION 1 GENERAL 3 TERMINOLOGY 3.1 Y-Y Axis A line parallel to the axis of the web of the section (in the case of beams and channels) or parallel to the axis of the longer flange (in the case of unequal angles) or either flange (in the case of equal angles) and passing through the centre of gravity of the profile of the section. Please keep in mind that the information on the Wiki-page is informative only. 3.2 X-X Axis DATABASE OF STRUCTURAL STEEL SECTIONS I-sections (Parallel flange) Designation h b t w t f r 1 m A I x Z x r x I y Z y r y J C w Z plx Z ply h/t f h w mmxmmxkg/m mm mm mm mm mm kg/m 10 3 mm2 106 mm4 10 3mm mm 10 6 mm4 10 3mm 3 mm 103mm4 109 mm 10 mm 10 mm mm IPE-AA 100 97.6 55 3.6 4.5 7 6.72 0.856 1.36 27.8 39.8 0.126 4.57 12.1 7.33 0.272 31.9 7.23 21.7 74.6 Si continúas navegando consideramos que aceptas su uso. 0000051429 00000 n The section property data based upon the design wall thickness, t, results in variations in the published area data that do not exceed 3.50% of the data based upon the minimum permissible wall thickness stipulated in ASTM A500. 0000034252 00000 n 0000077288 00000 n IPE AAAA - AAA according to Montanstahl mill standard Tolerances: EN 10034: 1993 General properties / Generelle Eigenschaften / Valeurs generaux Designation Dimensions Dimensions for detailing Bezeichnung Abmessungen Konstruktionsmaße Désignation Dimensions Dimensions de construction G h b t w t f A h i d* kg/m mm mm mm mm mm2 mm mm x102 IPE AAAA 80 3.9 76 46 2.9 3.1 4.91 69.8 65.8 IPE … 0000124675 00000 n Calculated properties For the section designed Section Builder determines: • cross-section area A; • moments of inertia I y and I z values about central axes parallel to the coordinate axes of the right Cartesian coordinates system Y and Z; • radii of inertia iy and iz about the same axes; • moment of inertia at free torsion I t; Properties, dimensions, specifications, DIN 1025-1: 1995 Current table represents European standard I sections, IPN (INP) beams flange slope 14%, specifications, properties, dimensions. 0000124334 00000 n 0000136349 00000 n The mainline “M” section is available in a range of thicknesses varying from 6.5 mm to 10 mm. 0000051852 00000 n 0000002237 00000 n From the left tree you select the section type e.g. IPE Section Properties - Free download as PDF File (.pdf), Text File (.txt) or view presentation slides online. Section properties: Axis y: Axis z: I y = 8.69E+6 mm 4: I z = 6.83E+5 mm 4: W y1 = 1.09E+5 mm 3: W z1 = 1.67E+4 mm 3: W y,pl = 1.24E+5 mm 3: W z,pl = 2.61E+4 mm 3: i y = 65.80 mm: i z = 18.40 mm: S y = 6.19E+4 mm 3: S z = 1.30E+4 mm 3: Warping and buckling: I w = 3.96E+9 mm 6: I t = 3.58E+4 mm 4: i w = 20.50 mm: i pc = 68.30 mm
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