Find data on the properties and dimensions of the W18x40 shape.

W-beams - wide flange beams - are stout, sturdy beams with wide flanges positioned perpendicularly to the web of the material giving them their characteristic shape and distinguishing them from I-beams. Properties in imperial units of American Wide Flange Beams according ASTM A6 are indicated below.

W18x40 is a rolled structural beam with wide flanges that is used in construction and other applications. W18x40 Beam Size and Dimensions. The dimensions and specifications of this structural steel beam are below:

ASTM A36 Wide Channel H Beam is one of the most widely used carbon steels in industry. A36 steel it is weldable, formable, and machinable. Galvanizing the steel increases its corrosion-resistance. Related Resources: The following chart table gives cross section engineering data for ASTM Structural Steel Wid Channel I Beam as follows:

Flange Thickness: 0.525 in: Web Thickness: 0.315 in: Flange Gage: 0.000 in: Web Gage: 0.00 in: Web Depth: 0.000 in

Here you'll find all American Wide Flange Beam shapes described by the AISC Steel shapes database (V14.1). Sort the table below according to any property and select a CAD file to …

Dimensions and structural sectional properties for a W18X40 standard steel section. Includes width, depth, thickness, moment of inertia, section modulus, plastic modulus, and weight.

Wide Flange Beam Dimensions Chart for sizes, dimensions and section properties of steel wide flange beams. Wide flange beams are designated by the letter W followed by the nominal depth in inches and the weight in pounds per foot. Thus W12 × 19 designates a wide flange beam with a depth of 12 inches and a nominal weight of 19 pounds per foot.

The stand - alone program SHAPE-MASSIVE determines section properties of any thick - walled cross - section and calculates the stresses. In addition, you can perform reinforced concrete design according to Eurocode 2 and other standards.

All dimensions are in millimeters Pmin, Pmax allowable edge distances for bolted connections, determined for an arrangement of the contact area outside the radius of the root fillet and to satisfy the requirements of EN 1993-1-8: 2005 for minimum and maximum edge distances.