“Betonika” provides prestressed reinforced beams in a variety of shapes, sizes and lengths suitable for the building frame structures. The cross-section of the beams is standardized. The prestressing force and the beam length is adapted to each specific proje
R beams: rectangular roof or floor beams for moderate spans. | |
| RF beams: rectangular floor beams for composite action with floor slabs. |
| RT beams: inverted T-beams for floors of middle to large spans. |
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| I beams: for roofs and large floor-beam spans. |
| SI beams: roof beams with sloped pans for large spans. |
Precast beams can be subdivided into roof beams and floor beams. Roof beams are generally characterized by an I-shaped cross-section with a straight or variable length profile. The span length can go up to 30 m. Floor beams are usually rectangular or inverted T-beams. The latter enable a reduction in the construction depth of the floor structure.
SI-beams with variable height are particularly suited for roofs with large column free spans - for example, in industrial halls. The I-shaped cross section is typical for prestressed beams. The slope of the top face is 1:16. According to Eurocodes, the SI-beam types have a fire resistance up to 120 minutes. Standard cross-sections are shown in the table below.
Profile | h | b | c | d | e | f | bw | Lmin | Lmax |
SI 900/500 | 900 | 500 | 150 | 190 | 95 | 150 | 120 | 6000 | 12000 |
SI 1050/500 | 1050 | 500 | 150 | 190 | 95 | 150 | 120 | 6000 | 12000 |
SI 1200/500 | 1200 | 500 | 150 | 190 | 95 | 150 | 120 | 8000 | 16000 |
SI 1350/500 | 1350 | 500 | 150 | 190 | 95 | 150 | 120 | 10000 | 20000 |
SI 1500/500 | 1500 | 500 | 150 | 190 | 95 | 150 | 120 | 12000 | 25000 |
SI 1650/500 | 1650 | 500 | 150 | 190 | 95 | 150 | 120 | 14000 | 28000 |
SI 1800/500 | 1800 | 500 | 150 | 190 | 95 | 150 | 120 | 15000 | 30000 |
SI 1950/500 | 1950 | 500 | 150 | 190 | 95 | 150 | 120 | 16000 | 32000 |
I-beams are used for flat and sloped roof structures and for floor beams with heavy loading and large spans. The beams are in prestressed concrete and the fire resistance is, according to Eurocodes, up to 120 minutes.
The technical characteristics are placed in the table below.
Profile | h | b | c | d | e | f | bw |
I 900/500 | 900 | 500 | 150 | 190 | 95 | 150 | 120 |
I 1200/500 | 1200 | 500 | 150 | 190 | 95 | 150 | 120 |
I 1500/500 | 1500 | 500 | 150 | 190 | 95 | 150 | 120 |
I 1800/500 | 1800 | 500 | 150 | 190 | 95 | 150 | 120 |
L-beams and inverted T-beams are typical floor beams because of the reduced overall structural depth. The beams are in prestressed or reinforced concrete.
Standard cross-sections are shown in the table below.
Changes in floor level may be accommodated by either an L-beam or by building up one side of an inverted T-beam.
The width of L-beams and inverted T-beams may be confined within the width of the column or may project forward to the column. The latter solution allows the floor units to remain plain edged. In this case, the floor modulation becomes independent of the column spacing and is thus simplified. When beams are not wider than the column width, it will be necessary to form notches in the floor units.
Rectangular beams are mainly used for roof structures, and also for floors with composite action. They are usually in prestressed concrete, although classical reinforced concrete is possible. Standard sections are shown in the table below.
b mm | 300 | 400 | 500 | 600 |
h mm | kN/m | kN/m | kN/M | kN/m |
400 | 2.94 |
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500 | 3.67 | 4.90 |
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550 | 4.04 | 5.39 | 6.74 |
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600 | 4.41 | 5.88 | 1055 |
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650 | 4.78 | 6.37 | 7.96 | 9.56 |
700 | 5.14 | 6.86 | 8.58 | 10.29 |
800 | 5.88 | 7.84 | 9.80 | 11.76 |
900 |
| 8.82 | 11.03 | 13.23 |
1000 |
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| 12.25 | 14.70 |
R - beams may be designed composite with the floor to enhance the flexural and shear capacity, fire resistance and stiffness. The main advantage of a composite beam structure is that it permits less structural depth for a given load-bearing capacity. The breadth of the compression flange can be increased to the maximum permitted value, as in monolithic construction. For composite action with hollow core floors, the collaborating section is through the unfilled hollow core. This comprises only the top and bottom flanges of the slab. Detailed information about the load-bearing capacity is available from the technical department.