iBeams of (HEA) Light, (HEB) Heavy
IPB Beams:
IPB (HEB, HEA) or known as the broad wing beam in the market. It has two kinds: broad wings and heavy wings. The best profile rolled up for a column, an IPB broad beam or a square box; because it seems to work better than other sections. Moreover, in most of the operating conditions, joining the beams is easily done on them. It is a broad beam or broad wing holder (H like) and its wings are larger than the IPE beam head. The wing size of this profile is equal to its height and its simple section is used to provide the column. It is also used to provide a beam and truss. The length of this profile is between 8 and 16 meters and its height is 100 to 1000 mm.
HEB beam is heavy and it has wider wings than the HEA beam. This type of sling is produced in accordance with DIN 1025 – Euronorm 53-62 – EN 10034 – EN 10163-3, C – STN 42 5550ČSN 42 5550 – TDP: STN 42 0135. It is produced in ST37 and ST44 and ST52 grades and is used in the bridge industry, tower building, dam construction and similar industries that need high resistance.
The advantages of HEB beam to the beam I
HEB is heavy and has a wider wing than HEA and its wings are thicker. When consumed for long lengths, it is more useful because it can be produced in a variety of sizes. The plates are used for lengths of 100 meters, but type I beam for cases up to 30 meters in length. Due to its high resistance to shear forces and the strength of the wings against moment bending, it has a major application to brushing I have. These types of beams are more effective than the same types of flexural and shear forces. This is because it is in the bullet I the width of the wing is less than the depth or height of the beam, but in the wings the width of the wing is equal to the height of the beam.
Also, due to the larger cross-section of their broad-banded beams, they can be used as columns or vertical supports. When the steel shot is pressurized, its tension decreases relative to its cross-sectional area. Therefore, with a larger cross-section than a beam I It tolerates less stress and is an ideal option for columns.
Because of its high body resistance to shear forces and the strength of the wings against instantaneous bending, there is a major consumption to plate type I. These types of beams are more effective than the same types of flexural and shear forces. Because the width of the wings in beam type I is less than the depth or height of the beam, but in the hole the width of the wing is equal to the height of the beam. Also, because of the larger cross-section of their broad-banded beams, they can be used as columns or vertical supports. When the steel shot is pressurized, its tension decreases relative to its cross-sectional area. Therefore, with its higher cross-section, it suffers less stress than the beam type I and is considered as an ideal option for the columns
