This document provides an introduction and overview of Corus Advance structural sections for use in steel construction. It includes the following key points:
- Corus is a major UK and global steel producer and manufacturer of structural steel sections.
- Steel construction offers benefits like speed of construction, economy, flexibility, sustainability, and recyclability.
- The document contains selection of structural section property tables from the Corus Advance range to assist students in steel structure design.
- For the full listing of Advance section properties and capacities, the online "Blue Book" can be downloaded from the Corus website.
2009 ncdd-csf-technical-manual-vol-i-study-design-guidelinesChhay Teng
This document provides guidelines for the study and design of small-scale infrastructure projects funded by the Commune/Sangkat Fund in Cambodia. It introduces the technical forms and template designs used for roads, irrigation systems, water supply, education, health and sanitation projects. Guidelines are given on how to read and use the template drawings, which conform to the standards of relevant line ministries. The manual aims to support good quality project design and construction supervision that can be implemented with locally available skills and resources. Field visits by technical support officers are recommended to verify project needs and objectives.
The document provides an overview of concrete basics, including the materials used to make concrete, properties of concrete in different states, common concrete tests to measure workability and strength, and factors that affect the strength and durability of hardened concrete. Concrete is made by mixing cement, water, coarse and fine aggregates, and sometimes admixtures, and its workability and strength can be tested using slump and compression tests.
Rebar arrangement and construction carryoutChhay Teng
The document discusses rebar arrangement and construction procedures. It begins by emphasizing the importance of thoroughly understanding construction drawings before beginning work. It then provides details on different types of drawings used for construction, including plans, elevations, sections, and structural drawings. Finally, it discusses rebar characteristics, production processes, and standard symbols and terminology used in construction drawings.
1 dimension and properties table of w shapesChhay Teng
This document provides dimension and properties data for various W-shape steel beams, including their area, depth, web and flange dimensions, elastic properties, plastic modulus, and warping properties. Metrics such as the nominal weight, compact section criteria, moment of inertia, plastic section modulus, and warping constant are given for each beam designation. Over 30 different W-shape beams ranging in size from W1120x4.89 to W910x12.37 are listed with their respective dimension and mechanical properties.
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This table provides dimensional and mechanical properties for various S-shape steel beams. It includes properties like cross-sectional area, depth, wall thickness, elastic modulus, plastic modulus, shear center location, and weight. Properties are listed for beam designations ranging from S610x1.77 down to S80x0.08. The data allows comparison of key metrics across different standardized beam sizes.
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This table provides dimensional properties and elastic properties for various HP-shape steel beams. It includes measurements like area, depth, web thickness, flange width and thickness, moment of inertia, plastic modulus, and polar moment of inertia. The data is sourced from an online structural drafting resource and specifies properties for beams with designations like HP360x1.71, HP300x1.23, and HP360x0.53.
4 dimension and properties table c shapeChhay Teng
This document provides dimensional and mechanical properties for various C-shaped cross section profiles. It lists nominal dimensions such as depth, web thickness, flange width and thickness, along with mechanical properties including section area, elastic modulus, plastic modulus, shear center location, polar moment of inertia, and warping constant. C-shapes ranging from 380x0.73mm to 80x0.073mm are specified. Key dimensional and mechanical properties are given to characterize each cross sectional geometry.
6 dimension and properties table of ipe shapeChhay Teng
This document provides dimensional properties for various IPE steel beam shapes. It includes dimensions, cross-sectional area, weight, section properties such as moments of inertia, and minimum dimensions for connections. The table lists data for IPE beams ranging from 80 mm to 600 mm, including their height, width, wall thicknesses, and other geometric properties.
This document provides dimensional properties and specifications for different profiles of IPN-shaped steel beams, ranging from IPN 80 to IPN 600. For each profile, it lists dimensions, cross-sectional area, weight, dimensional properties for detailing, and mechanical properties along the strong and weak axes. A total of 24 IPN profiles are defined in the table with increasing dimensions, areas, and load-bearing capacities from smaller to larger sizes.
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This document provides dimensional properties and specifications for equal leg angle steel beams of various sizes. It includes dimensions, cross-sectional area, weight, position of axes, surface area, and other mechanical properties. Sizes range from 20x20mm to 120x120mm beams with wall thicknesses of 3mm to 13mm.
The document provides dimensional properties for various UPE-shaped steel beams, including their height, width, wall thickness, flange thickness, area, weight, moments of inertia, and other specifications. Dimensions are given in millimeters and kilograms per meter. Beams range in size from a UPE 80 with a height of 80mm up to a UPE 400 with a height of 400mm.
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This document provides an introduction and overview of Corus Advance structural sections for use in steel construction. It includes the following key points:
- Corus is a major UK and global steel producer and manufacturer of structural steel sections.
- Steel construction offers benefits like speed of construction, economy, flexibility, sustainability, and recyclability.
- The document contains selection of structural section property tables from the Corus Advance range to assist students in steel structure design.
- For the full listing of Advance section properties and capacities, the online "Blue Book" can be downloaded from the Corus website.
2009 ncdd-csf-technical-manual-vol-i-study-design-guidelinesChhay Teng
This document provides guidelines for the study and design of small-scale infrastructure projects funded by the Commune/Sangkat Fund in Cambodia. It introduces the technical forms and template designs used for roads, irrigation systems, water supply, education, health and sanitation projects. Guidelines are given on how to read and use the template drawings, which conform to the standards of relevant line ministries. The manual aims to support good quality project design and construction supervision that can be implemented with locally available skills and resources. Field visits by technical support officers are recommended to verify project needs and objectives.
The document provides an overview of concrete basics, including the materials used to make concrete, properties of concrete in different states, common concrete tests to measure workability and strength, and factors that affect the strength and durability of hardened concrete. Concrete is made by mixing cement, water, coarse and fine aggregates, and sometimes admixtures, and its workability and strength can be tested using slump and compression tests.
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The document discusses rebar arrangement and construction procedures. It begins by emphasizing the importance of thoroughly understanding construction drawings before beginning work. It then provides details on different types of drawings used for construction, including plans, elevations, sections, and structural drawings. Finally, it discusses rebar characteristics, production processes, and standard symbols and terminology used in construction drawings.
1 dimension and properties table of w shapesChhay Teng
This document provides dimension and properties data for various W-shape steel beams, including their area, depth, web and flange dimensions, elastic properties, plastic modulus, and warping properties. Metrics such as the nominal weight, compact section criteria, moment of inertia, plastic section modulus, and warping constant are given for each beam designation. Over 30 different W-shape beams ranging in size from W1120x4.89 to W910x12.37 are listed with their respective dimension and mechanical properties.
2 dimension and properties table of s shapeChhay Teng
This table provides dimensional and mechanical properties for various S-shape steel beams. It includes properties like cross-sectional area, depth, wall thickness, elastic modulus, plastic modulus, shear center location, and weight. Properties are listed for beam designations ranging from S610x1.77 down to S80x0.08. The data allows comparison of key metrics across different standardized beam sizes.
3 dimension and properties table of hp shapeChhay Teng
This table provides dimensional properties and elastic properties for various HP-shape steel beams. It includes measurements like area, depth, web thickness, flange width and thickness, moment of inertia, plastic modulus, and polar moment of inertia. The data is sourced from an online structural drafting resource and specifies properties for beams with designations like HP360x1.71, HP300x1.23, and HP360x0.53.
4 dimension and properties table c shapeChhay Teng
This document provides dimensional and mechanical properties for various C-shaped cross section profiles. It lists nominal dimensions such as depth, web thickness, flange width and thickness, along with mechanical properties including section area, elastic modulus, plastic modulus, shear center location, polar moment of inertia, and warping constant. C-shapes ranging from 380x0.73mm to 80x0.073mm are specified. Key dimensional and mechanical properties are given to characterize each cross sectional geometry.
6 dimension and properties table of ipe shapeChhay Teng
This document provides dimensional properties for various IPE steel beam shapes. It includes dimensions, cross-sectional area, weight, section properties such as moments of inertia, and minimum dimensions for connections. The table lists data for IPE beams ranging from 80 mm to 600 mm, including their height, width, wall thicknesses, and other geometric properties.
This document provides dimensional properties and specifications for different profiles of IPN-shaped steel beams, ranging from IPN 80 to IPN 600. For each profile, it lists dimensions, cross-sectional area, weight, dimensional properties for detailing, and mechanical properties along the strong and weak axes. A total of 24 IPN profiles are defined in the table with increasing dimensions, areas, and load-bearing capacities from smaller to larger sizes.
8 dimension and properties table of equal leg angleChhay Teng
This document provides dimensional properties and specifications for equal leg angle steel beams of various sizes. It includes dimensions, cross-sectional area, weight, position of axes, surface area, and other mechanical properties. Sizes range from 20x20mm to 120x120mm beams with wall thicknesses of 3mm to 13mm.
The document provides dimensional properties for various UPE-shaped steel beams, including their height, width, wall thickness, flange thickness, area, weight, moments of inertia, and other specifications. Dimensions are given in millimeters and kilograms per meter. Beams range in size from a UPE 80 with a height of 80mm up to a UPE 400 with a height of 400mm.
This document provides dimensional properties for various UPN steel beam shapes. It includes dimensions for the height, width, thicknesses, radii, slopes, cross-sectional areas, weights, and other geometric properties. The table lists these specifications for UPN beams ranging in size from 80x45x6 mm to 400x110x14 mm.
1. Fers U normaux américains
Inclinaison des ailes: environ 16 2/3 %
Dimensions: ASTM A6/A6M - 02
Tolérances: ASTM A6/A6M - 02
American standard channels b
Flange slope: approx. 16 2/3 % ss
45o
Dimensions: ASTM A6/A6M - 02
Tolerances: ASTM A6/A6M - 02 ys
ym
Amerikanische U-Stahl-Normalprofile y
h d
y
Flanschneigung: ca. 16 2/3 %
Abmessungen: ASTM A6/A6M - 02 tw
Toleranzen: ASTM A6/A6M - 02 tf
z z
Désignation
Designation Dimensions Surface
Bezeichnung Abmessungen Oberfläche
(metric)
G h b tw tf d A AL AG
kg/m mm mm mm mm mm mm 2
m /m2
m2/t
x 102
C 75 x 6.1* 6.1 76.2 35 4.3 6.9 38 7.81 0.277 45.47
C 75 x 7.4* 7.4 76.2 37 6.6 6.9 38 9.48 0.281 37.95
C 75 x 8.9* 8.9 76.2 40 9 6.9 38 11.30 0.288 32.35
C 100 x 8* 8.0 101.6 40 4.7 7.5 66 10.30 0.347 43.36
C 100 x 10.8* 10.8 101.6 43 8.2 7.5 60 13.70 0.352 32.55
C 130 x 10.4* 10.4 127 47 4.8 8.1 83 12.70 0.424 40.77
C 130 x 13* 13.0 127 48 8.3 8.1 86 17.00 0.422 31.47
C 150 x 12.2* 12.2 152.4 48 5.1 8.7 107 15.50 0.478 39.19
C 150 x 15.6* 15.6 152.4 51 8 8.7 107 19.90 0.484 31.05
C 150 x 19.3* 19.3 152.4 54 11.1 8.7 105 24.70 0.490 25.39
C 180 x 14.6* 14.6 177.8 53 5.3 9.3 130 18.50 0.548 37.51
C 180 x 18.2* 18.2 177.8 55 8 9.3 130 23.20 0.550 30.24
C 180 x 22* 22.0 177.8 58 10.6 9.3 125 27.90 0.557 25.30
C 200 x 17.1* 17.1 203 57 5.6 9.9 156 21.80 0.564 33.22
C 200 x 20.5* 20.5 203 59 7.7 9.9 156 26.10 0.577 28.82
C 200 x 27.9* 27.9 203 64 12.4 9.9 156 35.50 0.584 21.41
C 230 x 19.9* 19.9 228.6 61 5.9 10.5 177 25.40 0.679 34.11
C 230 x 22* 22.0 228.6 63 7.2 10.5 177 28.50 0.684 30.68
C 230 x 30* 30.0 228.6 67 11.4 10.5 173 37.90 0.692 23.20
C 250 x 22.8+ 22.8 254 65 6.1 11.1 203 29.00 0.692 30.85
C 250 x 30+ 30.0 254 69 9.6 11.1 203 37.90 0.701 23.98
C 250 x 37+ 37.0 254 73 13.4 11.1 203 47.40 0.713 19.52
C 250 x 45+ 45.0 254 76 17.1 11.1 203 56.90 0.721 16.58
* Tonnage minimum et conditions de livraison nécessitent un accord préalable.
+ Commande minimale: 40 t par profilé et qualité ou suivant accord.
* Minimum tonnage and delivery conditions upon agreement.
+ Minimum order: 40 t per section and grade or upon agreement.
* Die Mindestmengen pro Bestellung sowie die Lieferbedingungen sind im Voraus zu vereinbaren.
176
+ Mindestbestellmenge: 40 t pro Profil und Güte oder nach Vereinbarung.
2. Notations pages 211-215 / Bezeichnungen Seiten 211-215
Désignation Valeurs statiques / Section properties / Statische Kennwerte Classification
C
A572/A709/A992
Designation axe fort y-y axe faible z-z ENV 1993-1-1
Bezeichnung strong axis y-y weak axis z-z
(imperial) pure pure
starke Achse y-y schwache Achse z-z bending y-y compression
G Iy Wel.y Wpl.y■ iy Avz Iz Wel.z Wpl.z’ iz ss It Iw ys ym
S 235
S 355
S 235
S 355
4 3 3 2 4 3 3 4 6
lbs/ft mm mm mm mm mm mm mm mm mm mm mm mm mm mm
x 104 x 103 x 103 x 10 x 102 x 104 x 103 x 103 x 10 x 104 x 109 x 10 x 10
C 3 x 4.1 4.1 69.11 18.14 21.7 2.98 3.78 7.96 3.27 6.40 1.01 18.2 1.31 0.07 1.06 1.99 1 1 1 1 ✔
C3x5 5.0 76.58 20.1 24.9 2.85 5.33 9.63 3.65 7.36 1.01 20.4 2.20 0.09 1.06 1.83 1 1 1 1 ✔
C3x6 6.0 86.37 22.67 28.7 2.76 7.00 12.1 4.19 8.80 1.03 23.2 4.14 0.11 1.13 1.76 1 1 1 1 ✔
C 4 x 5.4 5.4 160.3 31.56 37.8 3.97 5.14 13.8 4.89 9.40 1.16 18.4 1.67 0.22 1.15 2.21 1 1 1 1 ✔
C 4 x 7.2 7.2 190.8 37.56 47.0 3.72 8.59 17.4 5.48 11.3 1.12 23.2 4.25 0.30 1.13 1.90 1 1 1 1 ✔
C 5 x 6.7 6.7 332.4 52.34 61.8 5.01 6.81 24.3 7.19 14.1 1.36 21.2 2.72 0.62 1.29 2.53 1 1 1 1 ✔
C5x9 9.0 371.3 58.47 73.1 4.66 10.71 27.4 7.65 15.3 1.27 23.5 4.90 0.73 1.21 2.11 1 1 1 1 ✔
C 6 x 8.2 8.2 548.4 72.0 85.6 5.94 8.50 29.2 8.30 16.1 1.37 22.1 3.37 1.09 1.26 2.49 1 1 1 1 ✔
C 6 x 10.5 10.5 630.0 82.68 103 5.63 12.58 36.0 9.36 18.7 1.35 24.8 5.96 1.40 1.24 2.23 1 1 1 1 ✔
C 6 x 13 13.0 720.8 94.59 121 5.41 17.08 42.4 10.3 22.1 1.31 28.6 12.03 1.72 1.28 2.02 1 1 1 1 ✔
C 7 x 9.8 9.8 895.5 100.7 120 6.94 10.22 42.7 10.9 21.1 1.52 23.3 4.39 2.18 1.36 2.73 1 1 1 1 ✔
C 7 x 12.25 12.2 1007 113.3 140 6.59 14.71 49.2 11.8 23.4 1.46 25.9 7.25 2.62 1.31 2.41 1 1 1 1 ✔
C 7 x 14.75 14.7 1143 128.6 163 6.39 19.31 56.8 12.7 27.0 1.42 30.0 13.92 3.19 1.33 2.21 1 1 1 1 ✔
C 8 x 11.5 11.5 1340 132 156 7.86 13.23 53.8 12.6 27.6 1.57 29.3 5.86 3.79 1.44 3.19 1 1 1 2 ✔
C 8 x 13.7 13.7 1490 147 177 7.57 16.66 62.0 13.7 30.0 1.54 27.5 7.60 4.50 1.39 2.90 1 1 1 1 ✔
C 8 x 18.5 18.5 1820 179 226 7.15 26.00 81.7 16.4 35.9 1.51 30.6 17.87 6.00 1.43 2.51 1 1 1 1 ✔
C 9 x 13.4 13.4 1991 174.2 208 8.86 14.38 76.1 16.7 31.9 1.73 25.7 7.08 6.47 1.50 3.05 1 1 1 2 ✔
C 9 x 15 15.0 2132 186.5 226 8.66 17.18 85.3 17.8 34.3 1.73 26.9 8.80 7.39 1.49 2.93 1 1 1 1 ✔
C 9 x 20 20.0 2544 222.5 282 8.19 26.44 103 19.8 41.0 1.65 32.1 19.92 9.52 1.47 2.52 1 1 1 1 ✔
C 10 x 15.3 15.3 2770 218 257 9.81 17.62 91.2 18.5 40.3 1.78 32.0 9.15 10.40 1.58 3.55 1 1 2 3 ✔
C 10 x 20 20.0 3260 257 315 9.29 26.13 114 21.2 46.5 1.74 33.6 15.69 13.09 1.53 3.13 1 1 1 1 ✔
C 10 x 25 25.0 3790 298 377 8.93 35.17 138 24.0 52.6 1.70 34.4 28.58 16.17 1.56 2.80 1 1 1 1 ✔
C 10 x 30 30.0 4270 336 434 8.68 44.02 158 26.5 57.4 1.67 35.2 48.84 19.53 1.63 2.53 1 1 1 1 ✔
■ Wpl.y est calculé selon l’hypothèse d’un diagramme de contraintes bi-rectangulaire et n’est applicable que si deux ou plusieurs fers U sont associés de façon
à constituer une section doublement symétrique pour laquelle un moment de flexion agissant dans le plan du centre de gravité n’engendre pas de torsion.
■ Wpl.y is determined assuming a bi-rectangular stress block distribution. Thus, the given value applies only if two or more channels are combined in such
a way to form a doubly symmetric cross-section so that the bending moment acting in the plane of the centre of gravity will not lead to torsion.
■ Für die Berechnung von Wpl.y wurde eine doppelrechteckige Spannungsverteilung angenommen. Der angegebene Wert ist daher nur anwendbar,
wenn zwei oder mehr U-Profile so miteinander kombiniert sind, dass sie einen doppelsymmetrischen Querschnitt bilden, womit ein Biegemoment, das in
177
der Schwerpunktebene angreift, keine Torsion hervorruft.
3. Fers U normaux américains (suite)
Inclinaison des ailes: environ 16 2/3 %
Dimensions: ASTM A6/A6M - 02
Tolérances: ASTM A6/A6M - 02
American standard channels (continued) b
Flange slope: approx. 16 2/3 % ss
45o
Dimensions: ASTM A6/A6M - 02
Tolerances: ASTM A6/A6M - 02 ys
ym
Amerikanische U-Stahl-Normalprofile (Fortsetzung) y
h d
y
Flanschneigung: ca. 16 2/3 %
Abmessungen: ASTM A6/A6M - 02 tw
Toleranzen: ASTM A6/A6M - 02 tf
z z
Désignation
Designation Dimensions Surface
Bezeichnung Abmessungen Oberfläche
(metric)
G h b tw tf d A AL AG
kg/m mm mm mm mm mm mm 2
m /m2
m2/t
x 102
C 310 x 30.8+ 30.8 305 74 7.2 12.7 248 39.30 0.825 26.60
C 310 x 37+ 37.0 305 77 9.8 12.7 248 47.40 0.841 22.71
C 310 x 45+ 45.0 305 80 13 12.7 248 56.90 0.824 18.27
C 380 x 50.4+ 50.4 381 86 10.2 16.5 308 64.30 1.048 20.96
C 380 x 60+ 60.0 381 89 13.2 16.5 308 76.10 1.037 17.55
C 380 x 74+ 74.0 381 94 18.2 16.5 308 94.80 1.040 14.05
+ Commande minimale: 40 t par profilé et qualité ou suivant accord.
+ Minimum order: 40 t per section and grade or upon agreement.
178
+ Mindestbestellmenge: 40 t pro Profil und Güte oder nach Vereinbarung.
4. Notations pages 211-215 / Bezeichnungen Seiten 211-215
Désignation Valeurs statiques / Section properties / Statische Kennwerte Classification
C
A572/A709/A992
Designation axe fort y-y axe faible z-z ENV 1993-1-1
Bezeichnung strong axis y-y weak axis z-z
(imperial) pure pure
starke Achse y-y schwache Achse z-z bending y-y compression
G Iy Wel.y Wpl.y■ iy Avz Iz Wel.z Wpl.z iz ss It Iw ys ym
S 235
S 355
S 235
S 355
4 3 3 2 4 3 3 4 6
lbs/ft mm mm mm mm mm mm mm mm mm mm mm mm mm mm
x 104 x 103 x 103 x 10 x 102 x 104 x 103 x 103 x 10 x 104 x 109 x 10 x 10
C 12 x 20.7 20.7 5340 350 415 11.7 24.46 157 27.7 60.2 2.00 35.1 16.03 24.81 1.74 3.91 1 1 2 4 ✔
C 12 x 25 25.0 5970 391 477 11.2 31.26 183 30.5 66.0 1.97 33.5 21.91 29.49 1.70 3.58 1 1 1 1 ✔
C 12 x 30 30.0 6720 441 551 10.9 42.54 209 33.2 72.1 1.92 41.8 39.19 34.40 1.70 3.24 1 1 1 1 ✔
C 15 x 33.9 33.9 13100 688 825 14.3 38.72 334 50.5 107 2.28 32.1 38.26 83.39 1.99 4.24 1 1 1 2 ✔
C 15 x 40 40.0 14400 756 934 13.8 50.93 379 54.7 115 2.24 38.3 57.31 96.44 1.97 3.90 1 1 1 1 ✔
C 15 x 50 50.0 16700 877 1120 13.3 69.70 454 61.5 130 2.19 42.7 107.7 118.2 2.02 3.48 1 1 1 1 ✔
■ Wpl.y est calculé selon l’hypothèse d’un diagramme de contraintes bi-rectangulaire et n’est applicable que si deux ou plusieurs fers U sont associés de façon
à constituer une section doublement symétrique pour laquelle un moment de flexion agissant dans le plan du centre de gravité n’engendre pas de torsion.
■ Wpl.y is determined assuming a bi-rectangular stress block distribution. Thus, the given value applies only if two or more channels are combined in such
a way to form a doubly symmetric cross-section so that the bending moment acting in the plane of the centre of gravity will not lead to torsion.
■ Für die Berechnung von Wpl.y wurde eine doppelrechteckige Spannungsverteilung angenommen. Der angegebene Wert ist daher nur anwendbar,
wenn zwei oder mehr U-Profile so miteinander kombiniert sind, dass sie einen doppelsymmetrischen Querschnitt bilden, womit ein Biegemoment, das in
179
der Schwerpunktebene angreift, keine Torsion hervorruft.