W-Beams

[no_toc]

W-beams are a type of structural steel members used in the construction industry. Also known as wide-flange beams, these beams have a wide flange profile on either side of the web. W-beams are characterized by their depth, unit weight, flange width, web thickness, and flange thickness.

W-Beam Dimensions

Designation Depth [in] Width [in] Area [in^2] Weight [lb/ft] t, Web [in] t,Flange [in] Ix [in^4] Sx [in^4]
W4x13 4.16 4.06 3.8 13 0.28 0.35 11.2 5
W5x16 5.01 5 4.7 16 0.24 0.36 21.1 8
W5x19 5.15 5.03 5.5 19 0.27 0.43 25.9 10
W6x9 5.9 3.94 2.7 9 0.17 0.22 16 5
W6x12 6.03 4 3.6 12 0.23 0.28 21.7 7
W6x15 5.99 5.99 4.4 15 0.23 0.26 28.7 10
W6x16 6.28 4.03 4.7 16 0.26 0.41 31.8 10
W6x20 6.2 6.02 5.9 20 0.26 0.37 41 13
W6x25 6.38 6.08 7.3 25 0.32 0.46 53 17
W8x10 7.89 3.94 2.9 10 0.17 0.21 29.8 8
W8x13 7.99 4 3.8 13 0.23 0.26 38.5 10
W8x15 8.11 4.02 4.4 15 0.25 0.32 47 12
W8x18 8.14 5.25 5.3 18 0.23 0.33 60.9 15
W8x21 8.28 5.27 6.2 21 0.25 0.4 74.2 18
W8x24 7.93 6.5 7.1 24 0.25 0.4 81.1 20
W8x28 8.06 6.54 8.3 28 0.29 0.47 96.4 24
W8x31 8 8 9.1 31 0.29 0.44 108 27
W8x35 8.12 8.02 10.3 35 0.31 0.5 125 31
W8x40 8.25 8.07 11.7 40 0.36 0.56 145 35
W8x48 8.5 8.11 14.1 48 0.4 0.69 182 43
W8x58 8.75 8.22 17.1 58 0.51 0.81 226 52
W8x67 9 8.28 19.7 67 0.57 0.94 270 60
W10x12 9.87 3.96 3.5 12 0.19 0.21 52.2 11
W10x15 9.99 4 4.4 15 0.23 0.27 67.2 13
W10x17 10.11 4.01 5 17 0.24 0.33 80.2 16
W10x19 10.24 4.02 5.6 19 0.25 0.4 94.6 18
W10x22 10.17 5.75 6.5 22 0.24 0.36 117 23
W10x26 10.33 5.77 7.6 26 0.26 0.44 143 28
W10x30 10.47 5.81 8.8 30 0.3 0.51 168 32
W10x33 9.73 7.96 9.7 33 0.29 0.44 166 34
W10x39 9.92 7.99 11.5 39 0.32 0.53 205 41
W10x45 10.1 8.02 13.3 45 0.35 0.62 244 48
W10x49 9.98 10 14.4 49 0.34 0.56 268 54
W10x54 10.09 10.03 15.8 54 0.37 0.62 299 59
W10x60 10.22 10.08 17.6 60 0.42 0.68 337 66
W10x68 10.4 10.13 20 68 0.47 0.77 390 75
W10x77 10.6 10.19 22.6 77 0.53 0.87 451 85
W10x88 10.84 10.27 25.9 88 0.61 0.99 530 98
W10x100 11.1 10.34 29.4 100 0.68 1.11 616 111
W10x112 11.36 10.42 32.9 112 0.76 1.25 712 125
W12x14 11.91 3.97 4.2 14 0.2 0.23 86.1 14
W12x16 11.99 3.99 4.7 16 0.22 0.27 100 17
W12x19 12.16 4.01 5.6 19 0.24 0.35 127 21
W12x22 12.31 4.03 6.5 22 0.26 0.43 154 25
W12x26 12.22 6.49 7.7 26 0.23 0.38 202 33
W12x30 12.34 6.52 8.8 30 0.26 0.44 236 38
W12x35 12.5 6.56 10.3 35 0.3 0.52 283 45
W12x40 11.94 8.01 11.8 40 0.3 0.52 301 50
W12x45 12.06 8.05 13.2 45 0.34 0.58 342 57
W12x50 12.19 8.08 14.7 50 0.37 0.64 385 63
W12x53 12.06 10 15.6 53 0.35 0.58 417 69
W12x58 12.19 10.01 17 58 0.36 0.64 467 77
W12x65 12.12 12 19.1 65 0.39 0.61 524 86
W12x72 12.25 12.04 21.1 72 0.43 0.67 588 96
W12x79 12.38 12.08 23.2 79 0.47 0.74 654 106
W12x87 12.53 12.13 25.6 87 0.52 0.81 731 117
W12x96 12.71 12.16 28.2 96 0.55 0.9 824 130
W12x106 12.89 12.22 31.2 106 0.61 0.99 925 143
W12x120 13.12 12.32 35.3 120 0.71 1.11 1062 162
W12x136 13.41 12.4 39.9 136 0.79 1.25 1235 184
W14x22 13.74 5 6.5 22 0.23 0.34 193 28
W14x26 13.91 5.03 7.7 26 0.26 0.42 240 34
W14x30 13.84 6.73 8.9 30 0.27 0.39 285 41
W14x34 13.98 6.75 10 34 0.29 0.46 334 48
W14x38 14.1 6.77 11.2 38 0.31 0.52 380 54
W14x43 13.66 8 12.6 43 0.31 0.53 416 61
W14x48 13.79 8.03 14.1 48 0.34 0.6 473 69
W14x53 13.92 8.06 15.6 53 0.37 0.66 530 76
W14x61 13.89 10 17.9 61 0.38 0.65 628 90
W14x68 14.04 10.04 20 68 0.42 0.72 711 101
W14x74 14.17 10.07 21.8 74 0.45 0.79 784 111
W14x82 14.31 10.13 24.1 82 0.51 0.86 870 122
W14x90 14.02 14.52 26.5 90 0.44 0.71 987 141
W14x99 14.16 14.57 29.1 99 0.49 0.78 1099 155
W14x109 14.32 14.61 32 109 0.53 0.86 1227 171
W14x120 14.48 14.67 35.3 120 0.59 0.94 1364 188
W14x132 14.66 14.73 38.8 132 0.65 1.03 1519 207
W16x26 15.69 5.5 7.7 26 0.25 0.35 294 37
W16x31 15.88 5.53 9.1 31 0.28 0.44 367 46
W16x36 15.86 6.99 10.6 36 0.3 0.43 441 56
W16x40 16.01 7 11.8 40 0.31 0.51 511 64
W16x45 16.13 7.04 13.3 45 0.35 0.57 579 72
W16x50 16.26 7.07 14.7 50 0.38 0.63 651 80
W16x57 16.43 7.12 16.8 57 0.43 0.72 750 91
W16x67 16.33 10.24 19.7 67 0.4 0.67 947 116
W16x77 16.52 10.3 22.6 77 0.46 0.76 1100 133
W16x89 16.75 10.37 26.2 89 0.53 0.88 1292 154
W16x100 16.97 10.43 29.4 100 0.59 0.99 1478 174
W18x35 17.7 6 10.3 35 0.3 0.43 500 57
W18x40 17.9 6.02 11.8 40 0.32 0.53 603 67
W18x46 18.1 6.06 13.5 46 0.36 0.61 706 78
W18x50 18 7.5 14.7 50 0.36 0.57 791 88
W18x55 18.1 7.53 16.2 55 0.39 0.63 879 97
W18x60 18.2 7.56 17.6 60 0.42 0.7 970 107
W18x65 18.4 7.59 19.1 65 0.45 0.75 1068 116
W18x71 18.5 7.64 20.8 71 0.5 0.81 1167 126
W18x76 18.2 11.04 22.3 76 0.43 0.68 1322 145
W18x86 18.4 11.09 25.3 86 0.48 0.77 1520 165
W18x97 18.6 11.15 28.5 97 0.54 0.87 1740 187
W18x106 18.7 11.2 31.1 106 0.59 0.94 1896 203
W18x119 19 11.27 35.1 119 0.66 1.06 2187 230
W21x44 20.7 6.5 13 44 0.35 0.45 826 80
W21x50 20.8 6.53 14.7 50 0.38 0.54 961 92
W21x57 21.1 6.56 16.7 57 0.41 0.65 1154 109
W21x62 21 8.24 18.3 62 0.4 0.62 1311 125
W21x68 21.1 8.27 20 68 0.43 0.69 1456 138
W21x73 21.2 8.3 21.5 73 0.46 0.74 1577 149
W21x83 21.4 8.36 24.3 83 0.52 0.84 1807 169
W21x93 21.6 8.42 27.3 93 0.58 0.93 2046 189
W21x101 21.4 12.29 29.8 101 0.5 0.8 2411 225
W21x111 21.5 12.34 32.7 111 0.55 0.88 2651 247
W21x122 21.7 12.39 35.9 122 0.6 0.96 2947 272
W21x132 21.8 12.44 38.8 132 0.65 1.04 3194 293
W21x147 22.1 12.51 43.2 147 0.72 1.15 3626 328
W24x55 23.6 7.01 16.2 55 0.4 0.51 1324 112
W24x62 23.7 7.04 18.2 62 0.43 0.59 1519 128
W24x68 23.7 8.97 20.1 68 0.42 0.59 1798 152
W24x76 23.9 9 22.4 76 0.44 0.68 2070 173
W24x84 24.1 9.02 24.7 84 0.47 0.77 2341 194
W24x94 24.1 9.07 27.7 94 0.52 0.88 2621 217
W24x104 24.1 12.75 30.6 104 0.5 0.75 3089 256
W24x117 24.3 12.8 34.4 117 0.55 0.85 3522 290
W24x131 24.5 12.9 38.5 131 0.61 0.96 4014 328
W24x146 24.7 12.9 43 146 0.65 1.09 4540 368
W24x162 25 13 47.7 162 0.71 1.22 5163 413
W27x84 26.7 9.96 24.8 84 0.46 0.64 2795 209
W27x94 26.9 10 27.7 94 0.49 0.75 3219 239
W27x102 27.1 10.02 30 102 0.52 0.83 3577 264
W27x114 27.3 10.07 33.5 114 0.57 0.93 4040 296
W27x146 27.4 14 42.9 146 0.61 0.98 5599 409
W27x161 27.6 14.02 47.4 161 0.66 1.08 6233 452
W27x178 27.8 14.09 52.3 178 0.73 1.19 6933 499

Overview of W-Beams

W-beams are commonly used in the design and construction of buildings, bridges, and other structural systems where strong horizontal and vertical support is required. The beams provide excellent load-carrying capacity and resistance to bending and shear forces.

ASTM, formerly known as the American Society for Testing and Materials, provides standardized specifications and designations for W-beams. These designations consist of the letter “W” followed by the nominal depth of the section and weight per linear foot.

W-beams can be connected using various connection methods, such as welded connections or bolted connections. These connections need to be designed in accordance with the applicable codes and standards to ensure the structural integrity of the overall system.

How to Read W-Beam Sizes

The standard notation for W-beams follows this format: W-shape (depth x weight). The depth and weight of the beam are represented by numerical values in inches and pounds per foot, respectively.

For example, a W-beam denoted as W12x40 has a depth of 12 inches and a weight of 40 pounds per foot. To understand more comprehensively the beam’s dimensions, one may reference standard tables that provide information about flange width, flange thickness, and web thickness.

Flange Width (b): The width of the flange, which is the flat horizontal surface on the top and bottom of the beam.

Flange Thickness (tf): The thickness of the flange at its thickest point, typically near where the flange connects to the vertical web.

Web Thickness (tw): The thickness of the vertical center section, known as the web.

w-beam dimensions

When referring to W-beam sizes, it is important to consider not only the dimensions but also the structural properties, such as the moment of inertia and section modulus. These properties play an essential role in the beam’s ability to resist loads and bending. Below is a brief overview of these properties:

  • Moment of Inertia (Ix): A measure of an object’s resistance to angular acceleration when subjected to bending.
  • Section Modulus (Sx): The cross-sectional property that quantifies the beam’s ability to resist bending stresses. This value is the ratio of the moment of inertia to the distance from the extreme fiber to the neutral axis.

Engineers and architects use these values to determine the appropriate beam size for a specific design load and application. By understanding the standard notation and calculating these structural properties, one can efficiently and accurately select the optimal W-beam for any given project.

Difference Between W-Beams, I-Beams, and S-Beams

“I-beam” is a general term for several standardized beam designations including W-beams and S-beams. These beams have different shapes, sizes, and stress distribution properties, so they are suitable for different applications.

W-Beams: Also known as a wide-flange beam, W-beams have wide flanges and a web connecting them. The flange width is typically much larger than I-beams, which provides more surface area to resist lateral loads. Wide-flange beams possess a parabolic but irregular shear stress distribution with a jump at the flange-to-web junctions. Thanks to their wider flanges and the shape of their webs, W-beams demonstrate higher resistance to bending and twisting, making them ideal for use in large construction projects such as buildings, bridges, and towers.

S-Beams: Sometimes referred to as standard beams or junior beams, S-beams are like W-beams in cross-sectional shape but have a smaller flange width. The reduced flange width results in lower lateral load resistance and a smaller moment of inertia compared to W-beams. S-beams are most used in applications with less stringent loading requirements, such as building frames, support columns, and conveyor systems.

Materials Used in W-Beam Manufacturing

The most common material used is carbon steel, which offers a combination of high strength and affordability. The steel grades used in the production of W-beams are categorized by their yield strength and tensile strength, with higher grades offering better performance. Some commonly used steel grades for W-beams include A36, A992, and A572. These grades can be further enhanced by quenching and tempering or adding additional elements such as manganese and silicon.

Below is a table comparing the properties of some common steel grades used in W-beams:

Steel Grade Yield Strength (ksi) Tensile Strength (ksi)
A36 36 58-80
A572 42-65 60-80
A992 50 65

Mechanical and Structural Properties of W-Beams

There are various mechanical and structural properties that characterize W-beams.

Dimensions and shapes: W-beams come in a variety of sizes and shapes, typically denoted by their nominal depth and weight per foot. Both ASTM and the American Institute of Steel Construction (AISC) provide a standard range of W-beam sizes.

Material properties: W-beams are generally made from mild steel, with the most common grade being A36 steel. This material has a yield strength of 36 ksi (kilopounds per square inch) and a tensile strength of 58-80 ksi, making it suitable for various applications that demand both strength and ductility. Other grades, such as A992 steel, can also be used for W-beams.

Loads and stresses: W-beams can be subjected to different types of loading, including uniformly distributed loads, point loads, and moment loads, among others. The response of the beam to these loads can be analyzed using shear and moment diagrams, which will provide valuable information on the internal forces and bending moments within the beam. These stresses further help in determining the appropriate size and material of the W-beam for a specific structure.

Deflection and stiffness: Deflection is an essential consideration for the design of a W-beam since it influences both the performance and serviceability of a structure. Engineers calculate the deflection by considering the material’s modulus of elasticity, the beam’s moment of inertia, and the applied loads. The stiffness of a W-beam is primarily governed by its geometry, including its cross-sectional area and shape. Higher stiffness results in lower deflections under the same loading conditions.

W-Beam Production Process

The production process of W-beams involves various steps to transform raw materials into the finished product.

The initial stage involves steel rolling, wherein flat metal sheets are rolled into the desired shape. The steel goes through various stages of rolling using a series of rolling stands; each stand applies specific levels of pressure and deformation to achieve the desired profile. The final profile comprises two flanges and a web, forming an “I”-shape.

Once the steel has been rolled into the required profile, it is subject to heat treatment. This involves heating the steel to a specific temperature and then cooling it rapidly or slowly, depending on the desired properties. This process helps to improve the beam’s strength, hardness, and tensile characteristics.

Finally, the beams may undergo surface treatment to enhance corrosion resistance, paint adhesion, and appearance. This may include processes such as shot blasting, painting, or galvanizing. The finished beams are then packaged, labeled, and shipped to customers for their intended applications.

Standard Practices and Regulations for W-Beam

W-beams, also known as wide-flange beams, are commonly used structural members in buildings and bridges. They possess notable strength and stiffness properties that make them an ideal choice for withstanding vertical and lateral loads. The design, fabrication, and installation of W-beams are governed by industry-standard practices and regulations to ensure their structural integrity and safety.

The American Institute of Steel Construction (AISC) is a key organization responsible for developing and maintaining design standards for steel structures, including W-beams. AISC provides guidelines for the selection, design, and fabrication of W-beams in its publications such as the “Steel Construction Manual” and the “Specification for Structural Steel Buildings.”

Some critical aspects that are addressed in these guidelines include:

  • Material selection: W-beams are manufactured from several different steel grades.
  • Dimensions and properties: W-beams are classified by their nominal depth, flange width, and weight per unit length. These parameters, along with other geometric properties like web and flange thicknesses, affect the beam’s capacity to resist bending and shear forces.
  • Design procedures: The AISC’s guidelines specify methods for calculating the required W-beam size to resist loads (dead, live, wind, seismic, etc.) imposed on a structure. These methods consider factors like load combinations, load duration, slenderness limits, and structural analysis approaches.
  • Connections: W-beams are connected to other structural elements through various methods, such as welding or bolting. AISC provides detailed guidelines for designing and detailing these connections to ensure their structural performance.
  • Fabrication: Fabrication practices related to cutting, drilling, and maintaining the dimensional tolerances of W-beams are also detailed in AISC guidelines. These guidelines help ensure that beams maintain their designed strength and stiffness characteristics.
Scroll to Top
Complete... 50%
Please enter your name and email address below to receive a link to the toolkit.

You’ll also receive regular tips to help you master Excel for engineering.

FREE ACCESS:

THE ENGINEER'S EXCEL TOOLKIT

By Charlie Young, P.E.

Take your engineering to the next level with advanced Excel skills.