Calculadora de Sobrecargas Admisibles
Free technical tool

Admissible load calculator for profiles & sandwich panels

Calculate the admissible load for C/Z purlins, trapezoidal sheets and sandwich panels, or enter the design load and get the recommended profile. Size your roof or facade before preparing the quote.

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Free technical tool

Calculate the admissible load or check what your profile can carry

Do you know the load and need to know which profile to use? Or do you have the profile and want to know how much it can carry? This tool answers both questions instantly, using technical data from Magon Steel and Master Panel. You can also find out which profile you need if you already know the design admissible load.

1
Product type

Selecciona la familia de perfil que quieres calcular.

2
Family & profile
Selecciona un perfil.
3
Parameters
Revisa los campos.
1 span
2 spans
3+ spans
m

kg/m²
Indicative noticeIndicative results based on technical data from Magon Steel and Master Panel. These do not constitute a technical project. The designer is responsible for calculations per CTE / EAE / EC3 / EN14509.
Admissible load — selected profile
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Cap. admisible (kg/m²)
Carga referencia (kg/m²)
Margen de seguridad
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Technical concepts

What is the admissible load and how is it calculated per L/200?

The admissible load is the maximum external load —wind, snow, use— that a profile or panel can receive without exceeding the maximum permitted deflection. In steel structures, that limit is L/200: deflection cannot exceed the span length divided by 200.

The L/200 criterion comes from the Serviceability Limit State (SLS) of the Technical Building Code (CTE) and Eurocode 3 (EC3), part 1-3. Values are unfactored: they do not include additional safety factors or the self-weight of the profile.

In practice, for a purlin with a portal spacing of 6 m, the maximum admissible deflection would be 6,000 / 200 = 30 mm. The longer the span, the greater the height or thickness needed to stay within this limit.

fmáx = L / 200
  • fmáx — flecha máxima admisible (mm)
  • L — distancia entre apoyos (mm)
  • Criterio: Estado Límite de Servicio
  • Norma: EC3 parte 1-3 / CTE / EAE
  • Los valores son sobrecargas no mayoradas
  • El peso propio del perfil no está incluido
C and Z Purlins

MG C and Z Purlins: how to choose the right profile

The MG C and Z metal purlins by Magon Steel are cold-formed S250GD steel profiles for supporting roofs and cladding of industrial buildings. Profile selection depends on three parameters: portal spacing, purlin spacing and number of spans.

The C-purlin works as a simply-supported beam, ideal for roof ends. The Z-purlin allows overlapping between adjacent pieces, creating structural continuity that increases load capacity by up to 35% compared to the equivalent C profile.

Available heights range from 125 to 300 mm with thicknesses of 2, 2.5 and 3 mm. The calculator filters in real time which combinations have available data according to the parameters you enter.

Parameter Purlin C Purlin Z
Tipo estructuralApoyo simpleViga continua
Alturas (mm)125–300125–300
Espesores (mm)2 / 2,5 / 32 / 2,5 / 3
Capacidad vs CBase+25–35%
Uso típicoExtremosVanos múltiples
The total reference load must include snow + wind + use. For industrial buildings in Spain, an indicative value is 60–120 kg/m² depending on geographic zone (CTE DB-SE-AE).
Profiled sheet

Trapezoidal sheet and corrugated MG profiles: which one to choose for your project

Magon Steel manufactures four profiled sheet types: the corrugated MG 18/76 for short spans, and the trapezoidal MG 30/206, MG 30/209 y MG 40/250 for longer spans. All CE-certified per UNE-EN 14782:2006.

PerfilH. ondaVano máx.PosiciónUso
MG 18/7618 mm2,0 mFachadas, techos
MG 30/20630 mm2,5 mA / BCubiertas ind.
MG 30/20930 mm2,5 mA / BFachadas estéticas
MG 40/25040 mm2,5 mA / BGrandes luces

The difference between position A and position B refers to rib orientation: ribs face up in position A (roofs), ribs face down in position B (facades). This orientation significantly affects load capacity.

The rigid longitudinal overlap of MG 30 and MG 40 profiles guarantees watertightness with no risk of opening under wind or snow loads. Manufactured in S250GD steel per UNE-EN 10346.

Sandwich panel

Sandwich panel Master Panel: admissible load and insulation in a single element

The Master Panel sandwich panels integrate structural resistance and thermal insulation in a single element with a PUR/PIR polyurethane core. Values are calculated per EN 14509 for 2 spans and 0.50/0.50 mm sheet.

The Master-C Roof (30–120 mm) y el Master-F Facade (35–100 mm) are the reference panels for industrial construction. The Master-Modul (35, 40 y 50 mm) for modular construction, and the Master-Frigo (60–150 mm) specific for cold stores.

To select the correct panel, first choose the type, then the thickness and finally the span. If you enter a reference load, each thickness is automatically colour-coded: green (passes), yellow (at limit) or red (insufficient).

🌡️ Need to calculate thermal insulation? U-value and thickness calculator per CTE DB-HE →
Frequently asked questions

Frequently asked questions sobre admissible load for profiles

Answers to the most common questions about how to use the calculator and apply the results.

Enter the profile type, portal spacing, purlin spacing and number of spans in the calculator. You will instantly get the admissible load in kg/m² for each available height and thickness, calculated per the L/200 criterion of Eurocode 3 (EC3).
Select the profile family, enter the spacing parameters and type your load in the reference load field. The calculator marks valid profiles with ✓ green, those at the limit with ~ yellow and insufficient ones with ✗ red. For industrial buildings in Spain, the typical indicative value is 60–120 kg/m² per CTE DB-SE-AE.
No. The tables show only the external admissible load (snow, wind, use) without load factors. The self-weight of the profile, insulation and finishes must be added separately to obtain the total design load.
In standard industrial buildings in Spain, the most common spacing is 5 to 7 metres. The MG C and Z purlins have data for spacings from 4 to 9 m. For more than 9 m, contact the Magon technical team.
The Z-purlin allows overlapping between adjacent pieces, creating a continuous beam that redistributes bending moments. This allows up to 35% more load than the equivalent C-purlin. Where possible, it is recommended to install Z-purlins continuously over at least 2 spans.
The MG 40/250 has greater inertia (40 mm rib vs 30 mm). Use it for spans close to 2.5 m with heavy loads or when minimising secondary purlins. For spans under 2 m with moderate loads, MG 30/206 or MG 30/209 are sufficient and more economical.
This tool is indicative and non-binding. Final calculations must be carried out and signed by a qualified professional (architect, building engineer or structural engineer) responsible per CTE, EAE, EC3 and EN14509.