What are metal floor beams, how to calculate and install them?


Metal floors are a structure used as a building material in the construction of various private and industrial facilities.
Before purchasing the material, it is necessary to make the necessary calculations and make sure that the metal floor elements are suitable for the construction of the facility.

Let's consider and understand them in more detail.

What is it and what sizes do they come in?

The beam is one of the main elements of any structure; its function is to increase the stability of the structure and strengthen it. A beam (or transom) consists of flanges and walls of various sizes, connected by butt seams using welding. Elements are manufactured at equipped factories using special machines.

The manufacturing procedure is carried out in several stages, after which the finished product is checked for compliance with GOST standards.

Metal structures vary in size; for convenience, they have numbers , with which you can select the necessary material for construction.

Scope of application

Metal floor beams have found their application in various fields. Can be used for :

  • Roof strengthening in residential and industrial construction.
  • Creation of interfloor ceilings.
  • Construction of supports and various columns in industrial structures and architectural buildings.
  • Installation of hangar frames.
  • Mine shafts.
  • Creation of various railway cars.
  • Construction of bridges, overpasses.
  • Construction of metal trusses.

Note : metal floor beams can also be used in the construction of low-rise private houses.

Welded, bolted and riveted floor beams

This option is used when the dimensions of the metal floor beams differ from the standard ones or the rolled I-beams do not satisfy the design conditions for overall stability, rigidity or strength. In addition, preference is given to “prefabricated” beams if they are more economical or have a better level of performance characteristics.

The most commonly used is a welded beam, which is made by automatic submerged arc welding. At the preliminary stage, cutting, cleaning and straightening of the metal, cutting edges for welding are carried out, and then, directly, the process of connecting the elements into a single whole. After welding, the finished product is straightened to eliminate thermal deformations (mushroom shape).

In this way, it is possible to obtain not only standard sizes, but also products of variable cross-section, reinforced or bistal I-beams.

Varieties

Metal structures differ in many ways. It is recommended to take this into account when choosing a product.

By purpose

Using metal beams, you can create a high-quality durable floor by choosing one of the options.


  1. Monolithic . Concrete is poured into the formwork and reinforced with a grid of reinforcement. The surface is seamless and highly durable.

  2. Monolithic-prefabricated . In this case, in addition to metal beams, concrete blocks are used, which are laid on a steel profile. The joint areas are filled with concrete.
  3. Composite . A combination of materials is used, that is, slabs, boards, and panels are laid on load-bearing metal products. This option involves the creation of additional insulation and sound insulation of the surface.

By material: steel and aluminum

Metal structures can be made from different materials. The most popular are steel and aluminum floor beams.

  • Steel products are made from steel alloy by cold or hot rolling.
    Steel structures come in several types: angle, channel, I-beam. The advantages of steel beams include fire resistance, resistance to rotting and external factors, and high strength. The main disadvantages are: high cost, low heat and sound insulation, risk of corrosion. Installation of steel structures cannot be carried out without the use of special equipment.
  • Aluminum beams . In their manufacture, not just aluminum is used, but its alloys. In construction, such products are used less frequently than their steel counterparts, since they are inferior in terms of stability under heavy loads. Most often, aluminum beams are used in the construction of small-sized buildings. When constructing industrial facilities, products made from this metal are used only in combination with steel structures.

By design

In modern construction, several types of metal beams are used, varying in design.


  1. T-bars . The main section consists of a wall and a shelf in the shape of the letter “T”.

  2. I-beam. The cross-section of rolled metal looks like the letter “H”. The product is more rigid than a T-bar due to the fact that it has an additional shelf on the opposite side.
    I-beam elements are divided into several types, each of which is marked:
    • B – standard I-beams.
    • Ш – product with wide brim.

  3. U - narrow-flange structures.
  4. D – mid-shelf products.
  5. K – column beams. The width of the shelf of such an element can be equal to the height of the product.
  6. There are I-beams not with parallel, but with inclined shelves. They are classified into special and ordinary. Their characteristics are regulated by GOST 19425-74.

  7. Channel . The cross section of the element is the letter “P”. These beams are considered universal and are used in all areas of industry.

ShT brands according to TU 14-2-685-86. Profile name, weight.

I-beam profile nameHeight (h), mmShelf width (b), mmWall thickness (s), mmAverage flange thickness (t), mmWeight of 1 m beam, kgMeters of beams per ton
Beam 13PCS112218071021.147.39
Beam 13PCS21241807.51224.440.98
Beam 15PCS114220081126.637.59
Beam 15PCS21442008.51330.233.11
Beam 15ШТ314620091533.929.5
Beam 17.5 pcs.1165.52509.512.537.326.81
Beam 17.5 pcs.2167250101440.824.51
Beam 17.5 pcs.316925010.51645.422.03
Beam 20PCS1190.53009.51447.820.92
Beam 20PCS2192.530011.51655.218.12
Beam 20pcs3194.530012.51861.316.31
Beam 25PCS1238.5300111556.917.57
Beam 25PCS224130014.517.568.914.51
Beam 25ШТ324430015.520.577.712.87
Beam 25ШТ424730016.523.586.611.55
Beam 30PCS1286.5320121770.714.14
Beam 30PCS22903201620.58012.5
Beam 30ШТ32943201824.5102.39.78
Beam 30ШТ42983202028.5116.58.58

Column brands according to TU 14-2-685-86. Profile name and weight

Requirements

All requirements for metal beams are clearly outlined in GOSTs and SNiPs. The main requirements are :

  • Durability . Depending on the type of material used in the manufacture of the product, strength indicators may differ, but they must correspond to the values ​​​​specified in regulatory documents.
  • Operating period . Metal structures, according to GOST, must last at least 80 years.
  • Corrosion resistance . Finished elements must be additionally treated with compounds that prevent the formation of corrosion.

Checking beam strength by principal stresses

The most dangerous point in the unfavorable section is point 3. At this point σ 1 = 118 MPa and σ 3 = -16 MPa. We check the strength at this point using the third strength hypothesis according to the inequality σ 1 - σ 3≤ [ σ ].

Since 118 - ( -16) = 134 θ

whence θ = -8.48∙10 -3 radians.

Deflection in the span at z=l/2=4/2=2 m.

The deflection at the end of the console is determined similarly at z = l + a = 4 + 0.8 = 4.8 m.

Calculation of permissible stresses for bending strength.

– with a symmetrical section

Characteristics

Floor beams, depending on the production technology, have different characteristics.


  1. I-beams with inclined shelves. The slope angle is 6-12 degrees. Main parameters:

      length – 10-60 cm;
  2. width – 5.5-19 cm;
  3. shelf thickness – 7.2 mm-1.8 cm;
  4. wall thickness – 4.5mm-1.2 cm.
  5. I-beams with parallel edges (GOST 26020, STO ASChM 20-93) have other characteristics:
      length - B-1 - 100 B-4;
  6. shelf thickness – 5.7 mm-3.3 cm;
  7. profile width – 55 mm-32 cm;
  8. wall thickness – 4.1 mm-1.95 cm.
  9. Wide-flange metal structures have the following characteristics:
      length - 20Ш1- 70Ш5;
  10. profile width – 15-32 cm;
  11. wall thickness – 6.0 mm - 2.3 cm;
  12. shelf thickness – from 9 mm -3.65 cm.
  13. Column beams have the following indicators:
      length – 20 K1-40 K5;
  14. profile width – from 20 to 40 cm;
  15. wall thickness – from 6.5 to 2.3 cm;
  16. shelf thickness – 1-3.55 cm.

Reinforced concrete stiffeners for home

According to the standards, there are as many as 16 types of reinforced concrete beams! The four most commonly used are: rafter, with parallel belts; single slope; gable; rafter The peculiarity of such “ribs” is that they can be made not only in production, but also independently. However, there are also standards for calculations:

  • reinforcement follows the scheme: rod diameter 12–14 mm, laying in 4 rows - 2 on top, 2 on bottom;
  • continuous filling, in one step;
  • the height of the manufactured beam is not less than 5% of the length of the opening;
  • width proportion – 7 height units to 5 width units.

Reinforced concrete rafter lintel

In addition to the advantages (optimal load distribution, reliability, resistance to corrosion, durability), there are also significant disadvantages that limit the use of such floors. This requires the use of special devices and heavy weight.

Calculation

When planning the installation of a ceiling or floor using metal beams, it is recommended to correctly perform the necessary calculations.

What indicators to consider?


When carrying out calculations, a number of factors are taken into account simultaneously:

  • surface area under construction;
  • total weight;
  • distance between metal beams;
  • maximum possible load;
  • span width.

The greater the span width, the greater the height of the metal products.

Formulas

The calculation is made based on the strength and rigidity of the product . By calculating the values ​​in the GOST tables, you can find the required rental number.

Linear load is calculated using the formula q = Q * p and is used in subsequent calculations.

The deflection calculation is calculated using the formula My = (q * L2) / 8 , where:

  • q – linear load value;
  • p – beam laying step;
  • L is the length of the overlapped span.

The maximum moment of resistance of a beam section (Wy) is found by dividing the bending moment by the design resistance of the material.

Stiffness calculations are carried out using the formula f = 5 * q * L4 / (384 * E * Jy) , where:

  • q – linear load on the beam;
  • L – span length;
  • E – elastic modulus of the material
  • Jy is the minimum moment of inertia.

Selection of I-beam section - other types of products

The selection of the profile section for a special hot-rolled profile will be different. This is largely determined by the slope of the inner edges of the shelves. GOST 19425-74 is also replaced by GOST R 57837-2017; a brilliant idea did not occur to me (just kidding). In short, there are two main types of custom I-beams. The first is M (suspended, monorail). The ratio of the base of the I-beam to the width of the shelves is approximately 2/1 or 3/1. C – for reinforcing mine shafts. The section is distinguished by a significant slope of the internal edges of the shelves.

Please note that the I-beam U is still on the market. The letter indicates that this is a narrow-flange rolled product. A characteristic feature of the section is narrow shelves.

And the last type of hot-rolled I-beam is D. This means additional. According to GOST R 57837-2017 it is marked as DK and DB. Manufactured according to customer requirements. Whatever cross-section you need will be made to order. This is especially true when there is a complex, non-trivial engineering task when designing unique metal structures. Among the characteristic features of the section is the width of the shelf. It is smaller than the width of the shelf of a wide-flange I-beam. But at the same time, the width of the flange of an I-beam D is less than the width of the flange of a normal-type I-beam. Although there are exceptions.

To sum it up let's say this. The selection of the I-beam section is determined by complex calculations. The shape of the profile depends on the basic parameters of the rolled product and determines its type. Sometimes type characteristics determine the type of section. Particular care must be taken in selecting the I-beam section for loaded structures. Still have questions? Need an I-beam? Contact us!

Features of the installation process

The procedure for installing floors using metal beams has certain features that must be known and strictly followed.


  1. It is necessary to have a clear construction plan with calculations made for the strength and bending of products.

  2. Bars with a section of 60x60 are attached to the side faces of the beams, after which a roll of boards is placed.
  3. The roll-up is covered with a layer of insulation that performs the functions of sound and heat insulation.
  4. The step between steel beams should not exceed 150 cm, the optimal distance is 100 cm.
  5. The depth of support of the ends of metal structures on the walls is a maximum of 25 cm.
  6. To achieve greater sound insulation, you can use spring brackets rather than ordinary ones.

Metal beams for columns of standard series

The Monteco company has an extensive library of drawings for columns of various standard series. The production of such products is well-established, all product indicators meet the standards, orders are completed in the shortest possible time. The company produces beams from rolled I-beams, welded I-beams, and also produces welded I-beams independently with linear dimensions according to the customer’s drawings or according to its own calculations.

The company also carries out design work on strengthening metal beams with subsequent production operations. An additional advantage of MK Monteco's offer is the possibility of installing metal beams in-house.

Welded support beam with heel

Steel beams BK, BP, BR, BS and BM

is engaged in the production of suspension beams for lifting mechanisms and crane beams; we are also ready to make load-bearing beams for technological equipment for any purpose. All design work is carried out in accordance with SNiP, and each technological operation meets industry standards (OST), standard technical conditions and enterprise standards. We produce metal structures in our own closed heated workshop, this allows us to avoid possible technological limitations.

Pros and cons of use in buildings

Metal structures have a number of advantages, due to which the material is widely used:

  • increased strength;
  • fire resistance;
  • resistance to external factors;
  • increased reliability;
  • long period of operation;
  • the ability to strengthen an already constructed building;
  • increased load-bearing capacity.

However, such beams also have their disadvantages, which should also be taken into account :

  • complexity of construction work;
  • the need to use heavy equipment;
  • metal may corrode;
  • complex calculations are required, which can be very difficult for a beginner.

Prices for all types

In construction, I-beams are most often used. The average cost of production is presented in the table.

Beam nameLengthPrice
I-beam No. 1012 m880
I-beam No. 10 B-112 m780
I-beam No. 1212 m900
I-beam No. 12 B-112 m660
I-beam No. 1412 m1050
I-beam No. 14 B-112 m740
I-beam No. 1612 m1300
I-beam No. 16 B-112 m980
I-beam No. 1812 m1280
I-beam No. 18 B-112 m1150
I-beam No. 2012 m1560
I-beam No. 25 B-112 m2150
I-beam No. 25 Ш-112 m3500
I-beam No. 3012 m2600
I-beam No. 3512 m3300
I-beam No. 4012 m3500
I-beam No. 45 B-112 m5200

Hot-rolled steel I-beams with parallel flange edges according to GOST 26020-83

I-beam profile nameHeight (h), mmShelf width (b), mmWall thickness (s), mmAverage flange thickness (t), mmWeight of 1 m beam, kgMeters of beams per ton
Normal I-beams
Beam 10B1100554.18.1123.46
Beam 12B1117.6643.88.7114.94
Beam 12B2120644.410.496.15
Beam 14B1137.4733.810.595.24
Beam 14B2140734.712.977.52
Beam 16B115782412.778.74
Beam 16B216082515.863.29
Beam 18B1177914.315.464.94
Beam 18B2180915.318.853.19
Beam 20B12001005.622.444.64
Beam 23B12301105.625.838.76
Beam 26B12581205.82835.71
Beam 26B2261120631.232.05
Beam 30B12961405.832.930.4
Beam 30B2299140636.627.32
Beam 35B13461556.238.925.71
Beam 35B23491556.543.323.09
Beam 40B1392165748.120.79
Beam 40B23961657.554.718.28
Beam 45B14431807.859.816.72
Beam 45B24471808.467.514.81
Beam 50B14922008.87313.7
Beam 50B24962009.280.712.39
Beam 55B15432209.58911.24
Beam 55B25472201097.910.21
Beam 60B159323010.5106.29.42
Beam 60B259723011115.68.65
Beam 70B169126012129.37.73
Beam 70B269726012.5144.26.93
Beam 80B179128013.5159.56.27
Beam 80B279828014177.95.62
Beam 90B1893300151945.15
Beam 90B290030015.5213.84.68
Beam 100B199032016230.64.34
Beam 100B299832017258.23.87
Beam 100B3100632018285.73.5
Beam 100B4101332019.5314.53.18
Wide-flange I-beams
Beam 20Ш1193150630.632.68
Beam 23Ш12261556.536.227.62
Beam 26Ш1251180742.723.42
Beam 26Ш22551807.549.220.33
Beam 30Ш1291200853.618.66
Beam 30Ш22952008.56116.39
Beam 30Ш3299200968.314.64
Beam 35Ш13382509.575.113.32
Beam 35Ш23412501082.212.17
Beam 35Ш334525010.591.310.95
Beam 40Ш13883009.596.110.41
Beam 40Ш239230011.5111.19
Beam 40Ш339630012.5123.48.1
Beam 50Ш148430011114.48.74
Beam 50Ш248930014.5138.77.21
Beam 50Ш349530015.5156.46.39
Beam 50Ш450130016.5174.15.74
Beam 60Ш158032012142.17.04
Beam 60Ш258732016176.95.65
Beam 60Ш359632018205.54.87
Beam 60Ш460332020234.24.27
Beam 70Ш168332013.5169.95.89
Beam 70Ш269132015197.65.06
Beam 70Ш370032018235.44.25
Beam 70Ш470832020.5268.13.73
Beam 70Ш571832023305.93.27
Column I-beams
Beam 20K11952006.541.524.1
Beam 20K2198200746.921.32
Beam 23K1227240752.219.16
Beam 23K2230240859.516.81
Beam 26K1255260865.215.34
Beam 26K2258260973.213.66
Beam 26K32622601083.112.03
Beam 30K1296300984.811.79
Beam 30K23043001096.310.38
Beam 30K330030011.5108.99.18
Beam 35K134335010109.79.12
Beam 35K234835011125.97.94
Beam 35K335335013144.56.92
Beam 40K1393400111387.25
Beam 40K240040013165.66.04
Beam 40K340940016202.34.94
Beam 40K441940019242.24.13
Beam 40K543140023291.23.43
Additional series I-beams (D)
Beam 24DB12391155.527.835.97
Beam 27DB1269125631.931.35
Beam 36DB13601457.249.120.37
Beam 35DB13491275.833.629.76
Beam 40DB13991396.239.725.19
Beam 45DB14501527.452.619.01
Beam 45DB24501807.66515.38
Beam 30DSh1300.6201.99.472.713.76
Beam 40DSh1397.630211.51248.06
Beam 50DSh1496.2303.814.21556.45

If there are GOSTs for I-beams, then the manufacture of the T-beam is carried out according to TU 14-2-685-86

The designation here is the same as for an I-beam.

Column brands and ShT brands according to TU 14-2-685-86 have the following dimensions

ShT brands according to TU 14-2-685-86. Profile name, weight.

Rating
( 1 rating, average 5 out of 5 )
Did you like the article? Share with friends:
For any suggestions regarding the site: [email protected]
Для любых предложений по сайту: [email protected]