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Steel Profiles
I-beams are mainly divided into ordinary I-beams and light I-beams. The flanges of ordinary I-beams and light I-beams are thick on the web and thin on the outside. Since the cross-sectional dimensions of ordinary I-beams and light I-beams are relatively high and narrow, the section moments of inertia of the main sleeves of the two are quite different, which greatly limits their application range. The selection of I-beams should be based on the requirements of the design drawings.
I-beams are mainly divided into ordinary I-beams and light I-beams. The flanges of ordinary I-beams and light I-beams are thick on the web and thin on the outside. Since the cross-sectional dimensions of ordinary I-beams and light I-beams are relatively high and narrow, the section moments of inertia of the main sleeves of the two are quite different, which greatly limits their application range. The selection of I-beams should be based on the requirements of the design drawings.
I-beam is mainly divided into ordinary I-beam, light I-beam and low alloy light I-beam. Ordinary I-beam and light I-beam flanges are thick on the web plate and thin on the outside. Ordinary I-beam, light I-beam, because the cross-sectional dimensions are relatively high, narrow, so the section of the two main sleeve moment of inertia difference is large, which makes it in the scope of application has a great limitation. The use of I-beam shall be selected according to the requirements of the design drawings.